Solicitation W912BU23B0012-Dwgs.pdf

PDF 23 MB Posted Aug 7, 2023

Attached to: Beach Nourishment Great Egg Harbor Inlet To Townsends Inlet Ocean City, Upper Township, Sea Isle City Cape May County, NJ
Solicitation number: W912BU23B0012
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Dec 21, 2023

This solicitation seeks beach nourishment services along the coast of New Jersey. Specifically, the U.S. Army Corps of Engineers, Philadelphia District is soliciting proposals to perform beach nourishment from Great Egg Harbor Inlet to Townsends Inlet in Cape May County, NJ. The nourishment project aims to place sand along approximately 9.5 miles of shoreline in Ocean City, Upper Township, and Sea Isle City. Offerors must submit proposals by the deadline of February 15, 2023. The agency intends to award a firm fixed-price contract with a period of performance from June 2023 to December 2023. The solicitation document is 23MB in size and provides additional requirements for the beach nourishment services sought under this opportunity.

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Other files

File	Type	Posted
Formal Bid Abstract -Rev1 Title Change -W912BU23B0012.pdf	PDF	Sep 20, 2023
C.03 Bid Abstract-W912BU23B0012-Great Egg.pdf	PDF	Sep 19, 2023
B.08.03.Amendment 0002-W912BU23B0012-Drawings.pdf	PDF	Aug 30, 2023
B.08.03.Amendment 0002-W912BU23B0012-Specs.pdf	PDF	Aug 30, 2023
B.08.03.Amendment 0001-W912BU23B0012.pdf	PDF	Aug 11, 2023
Solicitation-W912BU23B0012-L1Sea Isle City Borrow PostCon XYZ_ALL.xyz.txt	TXT text file	Aug 7, 2023
Solicitation W912BU23B0012-CorsonsInlet_2022_9column.txt	TXT text file	Aug 7, 2023
Solicitation W912BU23B0012-L1 - Sea Isle City Borrow PostCon XYZ_ALL.xlsx	XLSX spreadsheet	Aug 7, 2023
Solicitation W912BU23B0012-Specs.pdf	PDF	Aug 7, 2023
Solicitation W912BU23B0012CorsonsInlet_2022_9column.xls	XLS spreadsheet	Aug 7, 2023

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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

, U

P, S

Y, N

G-

1 C

W G

2B U2

PHILADELPHIA

GREAT EGG HARBOR INLET TO TOWNSENDS INLET

BEACH NOURISHMENT

CAPE MAY COUNTY, NEW JERSEY

OCEAN CITY, UPPER TOWNSHIP, SEA ISLE CITY

30 JUN 2023

W912BU23B0012

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.

OF PROJECT

LOCATION

VICINITY MAP

OF WORK

LOCATION

LOCATION MAP

NTS 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

, U

P, S

Y, N

G-

2 D

dw g

2B U2

DRAWINGS INDEX

SHEET NUMBER DESCRIPTON

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

G-003 GENERAL INFORMATION SHEET

G-004 GENERAL PLAN - BORROW AREAS

OCEAN CITY

C-101A GENERAL PLAN

C-102A PLAN - HORIZONTAL GEOMETRY

C-103A HORIZONTAL GEOMETRY - CWL

C-104A PLAN - STA. 229+73.36 TO STA. 266+90.60

C-105A PLAN - STA. 266+90.60 TO STA. 302+12.73

C-106A PLAN - STA. 302+12.73 TO STA. 337+24.00

C-107A PLAN - STA. 337+24.00 TO STA. 372+38.85

C-108A PLAN - STA. 372+38.85 TO STA. 385+50.00

C-301A TYPICAL SECTIONS - BEACHFILL

C-302A CROSS SECTIONS - STA. 237+98.79 TO STA. 322+76.97

C-303A CROSS SECTIONS - STA. 334+00 TO STA. 378+32.08

UPPER TOWNSHIP

C-101B GENERAL PLAN

C-102B PLAN - HORIZONTAL GEOMETRY

C-103B HORIZONTAL GEOMETRY - CWL

C-104B PLAN - STA. 0+00 TO STA. 27+08.67

C-105B PLAN - STA. 27+08.67 TO STA. 63+71.18

C-106B PLAN - STA. 63+71.18 TO STA. 99+00

C-301B TYPICAL SECTIONS - BEACHFILL

C-302B TYPICAL SECTONS - BEACHFILL

C-303B CROSS SECTIONS - STA. 0+00 TO STA. 65+29.11

C-304B CROSS SECTIONS - STA.75+29.11 TO STA. 95+29.11

SEA ISLE CITY

C-101C GENERAL PLAN

C-102C PLAN - HORIZONTAL GEOMETRY

C-103C HORIZONTAL GEOMETRY - CWL

C-104C PLAN - STA. 99+00 TO STA. 120+88.00

C-105C PLAN - STA. 120+88.00 TO STA. 155+88.22

C-106C PLAN - STA. 155+88.22 TO STA. 190+97.97

C-107C PLAN - STA. 190+97.97 TO STA. 225+98.23

C-108C PLAN - STA. 225+98.23 TO STA. 261+01.49

C-109C PLAN - STA. 261+01.49 TO STA. 296+26.89

C-110C PLAN - STA. 296+26.89 TO STA. 331+64.52

C-111C PLAN - STA. 331+64.52 TO STA. 360+50

C-301C TYPICAL SECTIONS - BEACHFILL

C-302C CROSS SECTIONS - STA. 105+29.11 TO STA. 186+85.69

C-303C CROSS SECTIONS - STA. 193+85.69 TO STA. 266+54.35

C-304C CROSS SECTIONS - STA. 276+54.35 TO STA. 342+12.33

C-305C CROSS SECTIONS - STA. 347+55.72 TO STA. 364+00.00

CIVIL

C-401 PLAN - CORSONS INLET BORROW AREA

C-402 PLAN - BORROW AREA L1

C-501 DETAILS

C-502 DETAILS

C-503 TYPICAL DETAILS - DUNE CROSSOVERS

C-601 SCHEDULE - ENVIRONMENT WINDOWS

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

X:XXXX

META

E XXXX

N XXXX

R=XXX'

LOCATION/IDENTFICATION OF UNDER

WATER CULTURAL ANTIQUITY W/

EXCLUSION ZONE

SURVEY BASELINE

STATION

OFFSET

40+00

VIBRACORE BORING DESIGNATION

FILL SLOPE AND BERM LINE

CROSS-SECTION & DETAIL LEGEND

CONTRACTOR WORK LIMIT

CONTRACTOR WORK LIMIT POINT

REFERENCE NUMBER/POINT LOCATIONXXX

TIDAL REFERENCE (LOCATION)

MLW

NAVD 88

-2 .45

+1 .58

MHW

GENERAL NOTES:

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

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

3. THE CONTRACTOR WORK LIMIT COORDINATES SHALL BE AS SHOWN ON SHEETS C-103A, C-103B AND C-103C.

4. SURVEY CONTROL DESCRIPTION SHEETS FOR SURVEY MONUMENTATION ARE INCLUDED IN THE SPECIFICATION. ADDITIONAL CONTROL DESCRIPTION SURVEY SHEETS WILL BE PROVIDED TO CONTRACTOR AFTER NOTICE TO PROCEED.

5. ALL STATION AND OFFSET LABELS ON PLAN VIEWS ARE MEASURED PERPENDICULAR TO THE SURVEY AND CONSTRUCTION BASELINE. CROSS SECTIONS ARE DISPLAYED ALONG THE AZIMUTH ANGLE OF THE PROFILE LINE AT EACH LOCATION.

6. THE CONTRACTOR SHALL STAGE AND ACCESS THE SITE FROM THE LOCATIONS SHOWN ON SHEETS C-101A, C-101B AND C-101C. ALL CONTRACTOR STAGING AND ACCESS POINTS ARE AVAILABLE TO BE USED EVEN IF OPTIONS ARE NOT AWARDED. SEE THE CONTRACT

SPECIFICATIONS FOR CONTRACTOR ACCESS RESTRICTIONS.

7. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN AUGUST OF 2022, AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME. LOCATION AND TEMPLATE OF BEACHFILL IS A RESULT OF THESE SURVEYS AND MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT CONDITION SURVEYS.

8. LIMITS OF DUNE AND CROSSOVER RECONSTRUCTION ARE A RESULT OF OBSERVATIONS TAKEN DURING A SITE VISIT ON 18 JANUARY 2023.

QUANTITY TABLES ARE SHOWN ON EACH PLAN SHEET. DUNE RECONSTRUCTION IS NOT REQUIRED UNLESS SHOWN ON PLANS. EXACT LIMITS

OF WORK WILL BE ADJUSTED IN THE FIELD IN COORDINATION WITH THE COR.

9. CONTRACTOR SHALL NOT PLACE, PARK, OR OPERATE ANY EQUIPMENT OR MATERIAL ON ANY DUNE AREAS WITHOUT COR APPROVAL.

10. AN "ADA DUNE CROSSOVER" REFERS TO THE CROSSOVER THAT COMPLIES WITH THE ACCESSIBILITY REQUIREMENTS FOUND IN THE AMERICANS WITH DISABILITIES ACT OF 1990 (ADA), INCLUDING CHANGES MADE BY THE ADA AMENDMENTS ACT OF 2008 (P.L. 110-35), EFFECTIVE

AS OF JANUARY 1, 2009.

11. WITH PRIOR APPROVAL BY THE COR THE CONTRACTOR MAY REMOVE AND REPLACE ANY SAND FENCE THAT MAY POTENTIALLY INTERFERE

WITH BERM CONSTRUCTION.

12. THE BORROW AREAS ARE LOCATED OFFSHORE OF THE PROJECT AREAS. SEE SHEET G-004 FOR BORROW AREA LOCATIONS IN RELATION TO

PROJECT AREAS. SEE SHEET C-401 AND C-402 FOR BORROW AREA PLANS.

13. CONTRACTOR SHALL PROTECT EXISTING OUTFALL PIPES, GROINS, PAVILIONS, BULKHEADS AND STONE SEAWARD BULKHEADS DURING CONSTRUCTION. ANY DAMAGE TO THESE FEATURES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.

14. DAMAGE TO EXISTING STRUCTURES CAUSED BY CONTRACTOR SHALL BE REPAIRED IN ACCORDANCE WITH PROJECT SPECIFICATIONS.

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

HORIZONTAL AND VERTICAL CONTROL

MARKER

LINE TYPE LEGENDBEACHFILL PLAN SYMBOLS LEGEND

SCALE=NTS

DUNE CENTERLINE

STATION OFFSET

VIEW TITLE SYMBOL SECTION CUT SYMBOL

VIEW IDENTIFICATION NUMBER

VIEW NAME

DIRECTION OF VIEW

CALLOUT SYMBOL

CALLOUT AREA VIEW

MATCHLINE SYMBOL

CALLOUT IDENTIFICATION

NUMBER

DETAIL SHEET

REF NUMBER

DRAWING SHEET

MATCHING REFERNECE

NUMBER

DRAWING SHEET SYMBOLS

GRAPHIC BAR SCALE SYMBOLS

PRIMARY

SCALE

EXTENSION

SCALE

SECTION IDENTIFICATION NUMBER

DETAIL SHEET

REF NUMBER

X X X X

PRIMARY

SCALE

EXTENSION

SCALE

V: X X X X X

X X X XH: 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 PSI POUNDS PER SQUARE INCH

ADDL ADDITIONAL FIN FINISH PIV POST INDICATOR VALVE

AFF ABOVE FINISHED FLOOR FL FLOOR RAD RADIUS

BD BOARD FM FORCE MAIN REINF REINFORCEMENT

BIT BITUMINOUS FT FOOT, FEET REM REMOVABLE

BL BASE LINE FTG FOOTING ROW RIGHT OF WAY

BLDG BUILDING G GROUND S SOUTH

BM BEAM GOVT GOVERNMENT SCH SCHEDULE

BMP BEST MANAGEMENT PRACTICE GR GRADE SECT SECTION

BOT BOTTOM HORIZ HORIZONTAL SPEC SPECIFICATION

BVCE BEGINNING OF VERTICAL CURVE ELEVATION HS HIGH STRENGTH SPRT SUPPORT

BVCS BEGINNING OF VERTICAL CURVE STATION HT HEIGHT SQ SQUARE

C CENTERLINE HVY HEAVY SST STAINLESS STEEL

CMU CONCRETE MASONRY UNIT IN INCH STA STATION

CO CLEAN OUT INSUL INSULATION, INSULATED STD STANDARD

COL COLUMN IINT INTERIOR STRUCT STRUCTURAL

CONC CONCRETE INV INVERT SUSP SUSPENDED

CONSTR CONSTRUCTION LL LIVE LOAD SYS SYSTEM

CONT CONTINUOUS LP LOW POINT TEMP TEMPORARY

CTRL CONTROL LT LIGHT TD TRENCH DRAIN

CWL CONTRACTOR WORK LIMITS LVC LENGTH OF VERTICAL CURVE TDO TRENCH DRAIN OUTLET PIPE

DET DETAIL JCT JUNCTION TELE TELEPHONE

DGA DENSE GRADED AGGREGATE MATL MATERIAL TOPO TOPOGRAPHY

DIA DIAMETER MAX MAXIMUM TYP TYPICAL

DIM DIMENSION MIN MINIMUM UD UNDERDRAIN

DL DEAD LOAD MISC MISCELLANEOUS UDO UNDERDRAIN OUTLET PIPE

DWG DRAWING (N) NEW 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\(E) EXISTING PI POINT OF INFLECTION W WEST

EXP EXPANSION, EXPOSED PIV POINT OF VERTICAL INFLECTION WL WATER LEVEL

EXP JT EXPANSION JOINT POT POINT OF TANGENT WS WATER SURFACE

EXT EXTERIOR PMP PROBABLE MAXIMUM PRECIPITATION W/O WITHOUT

FIG FIGURE SINGLE PNL PANEL

FDTN FOUNDATION PSF POUNDS PER SQUARE FOOT

DIRECTION OF MAGNETIC

NORTH NNORTH

PLAN

MAGNETIC

NORTH

PLAN

NORTH

NORTH SYMBOLS

REVERSE PEDESTRIAN CROSSOVER

STANDARD PEDESTRIAN CROSSOVER

CONTRACTOR STORAGE AND STAGING

AREA

NORTHING AND EASTING COORDINATES

CENTERLINE/SURVEY-

CONSTRUCTION BASELINE (℄-)

EXISTING ROAD

EXISTING PAPER STREET

EXISTING MEAN HIGH WATER

EXISTING MEAN LOW WATER

BEACHFILL TEMPLATE

X X X X X X

EXISTING SAND FENCE

EXISTING FENCE

EXISTING OUTFALL

BORROW AREA LIMIT

EXISTING MAJOR CONTOUR LINE

EXISTING MINOR CONTOUR LINE

SAND FENCE

EXISTING GROUND LINE

BEACHFILL TEMPLATE

BEACHFILL TEMPLATE (NO WORK

REQUIRED AT TIME OF SURVEY)

MEAN HIGH WATER

MEAN LOW WATER

DUNE WITH GRASS

STRAIGHT SAND FENCE

ZIG-ZAG SAND FENCE

COMBINATION VEHICULAR AND

STANDARD PEDESTRIAN CROSSOVER

ADA ACCESSIBLE CROSSOVER

STATION

OFFSET

SEAWARD EDGE OF BERM

STATION OFFSET

CONTRACTOR ACCESS AREA

EXISTING STONE GROIN

DUNE REPAIR

EXISTING CROSSOVER REPAIR

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-003

, U

P, S

Y, N

L I

2B U2

A D

LIMIT OF BEACHFILL

(SEA ISLE CITY CENTRAL)

. 1

+0 0±

. 2

+0 0±

LIMIT OF BEACHFILL

(SEA ISLE CITY SOUTH)

. 2

+0 0±

. 3

+0 0±

OPTION 10:

LIMIT OF BEACHFILL

(UPPER TOWNSHIP

SOUTH)

LIMIT OF BEACHFILL (OCEAN CITY SOUTH)

. 2 +5

0±

. 9 9+

. 2

+8 9±

. 3

+7 2±

L1 BORROW AREA

(SEE NOTES 4 AND 5)

CORSON'S INLET

BORROW AREA

(SEE NOTES 4 AND 5)

GREAT EGG HARBOR

INLET BORROW AREA

(SEE NOTE 3)

C-101C C-101A

C-101BC-101C

OPTION 12:

LIMIT OF

BEACHFILL

(SEA ISLE

CITY NORTH)

. 1

+0 0±

LIMIT OF BEACHFILL

(UPPER TOWNSHIP NORTH)

.55 +2

4±

ATLANTIC OCEAN

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:

1" =2

-W

2B U2

G-

4 G

- B

W A

.dw g

L P

- B

W A

Y, N

, U

P, S

G-004

PHILADELPHIA

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SURVEY AND CONSTRUCTION BASELINE NOT SHOWN FOR CLARITY.

3. GREAT EGG HARBOR INLET BORROW AREA IS NOT AVAILABLE FOR THIS CONTRACT.

4. CORSONS INLET BORROW AREA MUST BE USED FOR OCEAN CITY SOUTH, UPPER

TOWNSHIP AND SEA ISLE CITY NORTH. L1 BORROW AREA MAY BE USED FOR OCEAN CITY

SOUTH ,UPPER TOWNSHIP AND SEA ISLE CITY NORTH ONLY AFTER CORSONS INLET

BORROW AREA, AREAS C1-A NORTH AND C1-A SOUTH HAVE BEEN DREDGED TO THEIR

ALLOWABLE DEPTHS. FOR COORDINATES OF BORROW AREA AND ADDITIONAL DETAILS

REGARDING ORDER OF DREDGING WITHIN SUB AREAS, SEE SHEET C-401 FOR CORSONS

INLET AND C-402 FOR L1.

5. FOR SEA ISLE CITY CENTRAL AND SOUTH, EITHER CORSONS INLET OR L1 BORROW AREAS

(OR BOTH) MAY BE USED.

1 GENERAL PLAN - BORROW AREAS1 GENERAL PLAN - BORROW AREAS

NORTH

PLAN

C-108-A

C-107-A C-106-A

C-105-A

C-104-A

ATLANTIC OCEAN

LIMIT OF BEACHFILL (OCEAN CITY SOUTH)

. 2

+8 9±

. 3

+7 2±

CORSON'S INLET

STATE PARK

CONTRACTOR STAGING

AND STORAGE AREA

CONTRACTOR STAGING

AND STORAGE AREA

CONTRACTOR STAGING AND

STORAGE AREA (SEE NOTE 4)

OCEAN CITY OCEAN CITY

OCEAN CITY

CONTRACTOR ACCESS

CONTRACTOR ACCESS CONTRACTOR ACCESS

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:

1" =5

-W

2B U2

C-

1A G

dw g

L P

Y, N

, U

P, S

C-101A

PHILADELPHIA

NORTH

PLAN

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET G-004 FOR GENERAL PLAN SHOWING BORROW AREAS.

3. SURVEY AND CONSTRUCTION BASELINE NOT SHOWN FOR CLARITY.

4. PARKING LOT STAGING AREA MUST BE RETURNED TO EXISTING

CONDITIONS.

1 GENERAL PLAN - OCEAN CITY (SOUTH)1 GENERAL PLAN - OCEAN CITY (SOUTH)

230+00

235+00

240+00

245+00

250+00

255+00

260+00

265+00

270+00

275+00

280+00

285+00

290+00

300+00

295+00

305+00

310+00

315+00

320+00

325+00

330+00

335+00

340+00

PROFILE OC138

PROFILE OC139

PROFILE OC140

PROFILE OC141

PROFILE OC142

PROFILE OC143

PROFILE OC144

PROFILE OC145

PROFILE OC146

PROFILE OC147

PROFILE OC148

225+00

220+00

215+00

SURVEY & CONSTRUCTION

BASELINE (TYP)

SURVEY CONTROL

POINT (TYP)

340+00

345+00

350+00

355+00

360+00

365+00

370+00

375+00

PROFILE OC149

PROFILE OC150

PROFILE OC151

PROFILE OC152

380+00

385+00

390+00

390+00 PROFILE OC153

SURVEY AND CONSTRUCTION

BASELINE POINTS

PI/P.O.T. STA. NORTHING EASTING

0+00.00 167433.80 477480.55 8+35.61 166621.44 477284.82

16+00.78 165865.39 477167.01 23+29.16 165158.74 476990.43 38+86.87 163934.74 476026.96 55+69.05 162663.47 474925.31 67+23.32 161883.18 474074.73 72+77.97 161642.77 473574.89 83+02.54 161169.71 472666.07 97+82.77 160561.19 471316.71 109+88.90 160077.12 470211.98 121+37.06 159485.85 469227.77 216+37.49 153008.07 462312.70 244+18.15 150923.49 460472.42 260+92.40 149606.32 459438.90 266+72.94 149164.25 459062.61 294+75.07 146921.34 457382.93 345+20.10 142768.24 454518.66 385+54.15 139485.42 452181.32 396+88.00 138493.90 451617.20

PROFILE LINE (CROSS SECTION) CONTROL POINTS

PROFILE ID BASELINE STATION NORTHING EASTING AZIMUTH NORTH

OC138 238+00.00 151387.83 460882.31 131.44

OC139 243+34.00 150986.83 460528.13 128.11

OC140 254+98.52 150073.57 459805.47 128.12

OC141 266+72.94 149164.25 459062.61 126.83

OC142 277+97.08 148264.49 459388.72 126.84

OC143 286+00.00 147621.80 457907.50 126.83

OC144 294+75.08 146921.34 457382.93 124.59

OC145 303+00.00 146242.30 456914.60 124.59

OC146 313+00.00 145419.00 456346.80 124.59

OC147 322+76.97 144614.72 455792.30 124.59

OC148 334+00.00 143690.50 455154.67 124.59

OC149 345+20.10 142768.24 454518.66 125.45

OC150 356+38.82 141857.11 453869.53 125.45

OC151 364+50.00 141196.20 453399.10 125.455

OC152 378+32.08 140070.26 452597.72 121.88

OC153 396+90.78 138493.90 451617.20 121.88

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:

-DA

-W

2B U2

C-

2A P

- H

L G

dw g

Y, N

, U

P, S

C-102A

PHILADELPHIA

1 PLAN - HORIZONTAL GEOMETRY (OCEAN CITY SOUTH)1 PLAN - HORIZONTAL GEOMETRY (OCEAN CITY SOUTH)

2 PLAN - HORIZONTAL GEOMETRY (OCEAN CITY SOUTH)2 PLAN - HORIZONTAL GEOMETRY (OCEAN CITY SOUTH)

STA. 212+84.24 TO STA. 344+19.25

STA. 344+19.25 TO STA. 396+88

MATCHLINE MATCHLINE

RE: 1/C-102A RE: 1/C-102A

MATCHLINE MATCHLINE

RE: 2/C-102A RE: 2/C-102A

NORTH

PLAN

NORTH

PLAN

CONTRACTOR WORK LIMIT POINTS

POINT NO.

NORTHING

151551.94

151939.96

151922.11

151876.08

151873.53

151892.27

151891.89

151903.43

151898.00

151870.03

151840.67

151838.70

151830.05

151754.73

151716.37

151678.01

151639.65

151524.46

151486.10

151601.29

151562.93

151524.57

151447.85

151440.73

151414.93

151401.58

151362.81

151330.65

150215.08

150194.89

150154.34

150174.59

150043.23

149924.29

149721.81

149691.58

149593.49

149569.16

149528.61

149625.58

149590.53

149464.12

149460.56

149399.37

149370.19

149333.72

149302.19

149301.09

149251.26

149213.81

149174.60

149171.49

149139.20

149074.67

149009.24

149010.09

148384.33

148305.27

148265.88

148182.26

148132.85

148068.60

148016.52

147913.01

147818.63

147783.29

147698.87

147614.21

147550.75

147439.14

EASTING

461668.84

461178.18

461163.26

461124.77

461122.64

461099.68

461099.36

461085.22

461080.79

461115.07

461091.11

461093.52

461086.29

461023.32

460991.25

460959.18

460927.11

461065.42

461033.35

460895.04

460862.97

460830.90

460766.76

460760.80

460739.44

460728.56

460696.98

460671.78

459863.07

459891.12

459861.87

459833.73

459738.50

459593.41

459343.34

459321.53

459457.31

459439.76

459410.50

459276.28

459251.10

459159.42

459155.60

459111.04

459090.85

459064.91

459040.36

459041.02

459005.74

458978.77

458950.69

458947.28

458924.55

458878.18

458831.77

458830.76

458378.78

458321.65

458292.68

458231.90

458197.60

458151.24

458113.45

458037.46

457969.92

457944.97

457883.82

457823.62

457777.31

457697.17

CONTRACTOR WORK LIMIT POINTS

POINT NO.

NORTHING

147431.02

146961.60

146706.28

146642.14

146576.19

146544.11

146479.55

146445.84

146382.05

146349.33

146284.70

146187.44

146123.21

146032.13

146005.48

145931.49

145908.80

145902.68

145885.27

145865.20

145831.76

145830.18

145827.71

145814.15

145794.62

145782.42

145755.80

145750.74

145728.98

145586.29

145505.36

145468.69

145467.83

145419.57

145416.37

145402.52

145337.92

145305.14

145260.87

145244.52

145206.74

145173.05

145144.54

145128.29

145094.41

145027.60

145022.20

145010.68

145045.55

145046.51

144779.72

144752.40

144679.87

144675.13

144619.40

144618.94

144616.30

144606.24

144605.31

144584.09

144581.01

144511.36

144495.58

142677.84

142363.43

142254.85

142170.72

142128.40

142005.92

141404.24

EASTING

457690.81

457356.30

457168.89

457122.89

457074.42

457049.77

457005.49

456982.37

456935.14

456911.28

456864.32

456794.72

456747.57

456680.99

456662.36

456610.01

456591.99

456587.66

456575.12

456560.62

456536.63

456535.49

456533.72

456523.97

456509.68

456500.74

456481.49

456477.91

456464.47

456369.52

456313.00

456286.83

456288.03

456253.84

456251.52

456241.71

456194.44

456170.75

456141.22

456129.48

456101.96

456077.86

456055.94

456049.97

456095.77

456048.60

456044.78

456036.65

455988.06

455986.67

455803.80

455785.45

455736.02

455732.94

455696.73

455696.43

455694.72

455688.18

455689.53

455674.88

455673.00

455629.15

455618.77

454435.06

454227.39

454155.73

454091.65

454063.96

453980.65

453586.63

CONTRACTOR WORK LIMIT POINTS

POINT NO.

NORTHING

141456.71

140992.47

140933.89

140961.79

140824.12

140793.26

140755.88

140753.40

140645.68

140692.86

140391.44

140405.40

140387.03

140414.08

140425.52

140410.37

140382.16

140320.35

140308.90

140262.90

140184.14

140066.71

139556.07

139265.25

EASTING

453506.00

453263.52

453225.02

453181.05

453091.38

453140.53

453116.41

453120.72

453050.04

452977.21

452780.87

452755.61

452744.30

452656.70

452637.83

452576.01

452558.91

452574.05

452592.93

452667.86

452619.36

452546.02

452216.85

452625.31

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:

-DA

-W

2B U2

C-

3A H

L G

- C

W L.d wg

- C W

Y, N

, U

P, S

C-103A

PHILADELPHIA

ATLANTIC OCEAN

OCEAN CITY

SURVEY AND

CONSTR.

CONTRACTOR

STAGING AREA CONTRACTOR WORK LIMIT

STA. 231+81±

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET C-102A FOR SURVEY CONTROL BASELINE POINTS. SEE CONTRACT

SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.

3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103A FOR

COORDINATES OF CONTRACTOR WORK LIMIT.

4. DO NOT DISTURB EXISTING DUNES OUTSIDE OF DUNE RECONSTRUCTION LOCATIONS.

CONTRACTOR

ACCESS

N 151666.79 E 461231.34

N 151698.66 E 461192.81

N 151775.71 E 461256.55 N 151743.84 E 461295.08

STA: 232+42.68

OFF: 85.47' RT

STA: 235+12.02

OFF: 68.98' RT

STA: 243+34.24

OFF: 18.67' RT

STA: 255+00.35

OFF: 20.57' LT

STA: 260+94.37

OFF: 51.07' RT

CONTRACTOR

WORK LIMIT

(TYP)

MHW-2022

MLW-2022

DUNE ℄

LANDWARD EDGE OF BERM

SEAWARD TOE OF DUNE

FEDERAL TEMPLATE EL. +7.0

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:

-DA

-W

2B U2

C-

4A P

- 2

+7 3.3

6 T O

.60

.dw g

.36

T O

.60

Y, N

, U

P, S

C-104A

PHILADELPHIA

1 PLAN - STA. 229+73.36 TO STA. 266+90.60 (OCEAN CITY SOUTH)1 PLAN - STA. 229+73.36 TO STA. 266+90.60 (OCEAN CITY SOUTH)

C H

E M

N E

R E:

C -1

R E:

C -1

SURVEY AND CONSTR.

SEAWARD EDGE

OF BERM - EL. +7.0

CONTRACTOR

WORK LIMIT

(TYP)

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET C-102A FOR SURVEY CONTROL BASELINE POINTS. SEE CONTRACT

SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.

3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103A FOR

COORDINATES OF CONTRACTOR WORK LIMIT.

4. DO NOT DISTURB EXISTING DUNES OUTSIDE OF DUNE RECONSTRUCTION LOCATIONS.

EXIST SAILBOAT

STORAGE AREA

STA: 292+89

OFF: 275.20' LT

TIE INTO EXISTING

BERM EL. +7.0

STA: 277+96.65

OFF: 22.56' RT

STA: 283+07.98

OFF: 15.51' RT

STA: 285+96.27

OFF: 11.57' RT

STA: 294+75.74

OFF: 11.49' LT

STA: 297+16.57

OFF: 4.20' LT

MHW-2022

MLW-2022

LANDWARD EDGE OF BERM

SEAWARD TOE OF DUNE

FEDERAL TEMPLATE EL. +7.0

DUNE ℄

APPROXIMATE

TOE OF FILL

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:

-DA

-W

2B U2

C-

5A P

- S

. 2

+9 0.6

0 T O

.73

.dw g

.60

T O

.73

Y, N

, U

P, S

C-105A

PHILADELPHIA

1 PLAN - STA. 266+90.60 TO STA. 302+12.73 (OCEAN CITY SOUTH)1 PLAN - STA. 266+90.60 TO STA. 302+12.73 (OCEAN CITY SOUTH) M

C H

E M

N E

R E:

C -1

R E:

C -1

C H

E M

N E

R E:

C -1

R E:

C -1

SURVEY AND CONSTR.

SEAWARD EDGE OF

BERM - EL. +7.0

APPROXIMATE

TOE OF FILL

CONTRACTOR

WORK LIMIT

(TYP)

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET C-102A FOR SURVEY CONTROL BASELINE POINTS. SEE CONTRACT

SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.

3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103A FOR

COORDINATES OF CONTRACTOR WORK LIMIT.

4. DO NOT DISTURB EXISTING DUNES OUTSIDE OF DUNE RECONSTRUCTION LOCATIONS.

STA: 303+01

OFF: 367.35' LT

STA: 322+78

OFF: 379.42' LT

STA: 334+02

OFF: 375.41' LT

DUNE ℄

STA: 313+02

OFF: 384.40' LT

STA: 303+00.56

OFF: 13.50' RT

STA: 312+10.73

OFF: 18.92' RT

STA: 314+34.27

OFF: 3.71' LTSTA: 317+03.46

OFF: 30.97' LT

STA: 318+22.01

OFF: 29.71' LT

STA: 322+44.30

OFF: 6.75' RT

STA: 323+31.86

OFF: 14.31' RT

STA: 333+98.71

OFF: 8.49' LT

STA: 336+40.94

OFF: 14.76' LT

MHW-2022

MLW-2022

LANDWARD EDGE OF BERM

SEAWARD TOE OF DUNE

FEDERAL TEMPLATE EL. +7.0

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:

-DA

-W

2B U2

C-

6A P

- S

. 3

+1 2.7

3 T O

.00

.dw g

.73

T O

.00

Y, N

, U

P, S

C-106A

PHILADELPHIA

1 PLAN - STA. 302+12.73 TO STA. 337+24 (OCEAN CITY SOUTH)1 PLAN - STA. 302+12.73 TO STA. 337+24 (OCEAN CITY SOUTH)

C H

E M

N E

R E:

C -1

R E:

C -1

C H

E M

N E

R E:

C -1

R E:

C -1

CONTRACTOR

ACCESS

SURVEY AND CONSTR.

SEAWARD EDGE OF

BERM - EL. +7.0

SEAWARD EDGE OF

BERM - EL. +7.0

APPROXIMATE

TOE OF FILL

CONTRACTOR

STAGING AREA

EXIST. WOOD RAMP

TO REMAIN

CONTRACTOR

WORK LIMIT

(TYP)

SEE NOTE 4

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET C-102A FOR SURVEY CONTROL BASELINE POINTS. SEE CONTRACT

SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.

3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103A FOR

COORDINATES OF CONTRACTOR WORK LIMIT.

4. CONTRACTOR TO COORDINATE WITH TOWNSHIP FOR REMOVAL OF ADA COMPLIANT

STABILIZATION MAT PRIOR TO FILL PLACEMENT.

5. DO NOT DISTURB EXISTING DUNES OUTSIDE OF DUNE RECONSTRUCTION LOCATIONS.

6. PARKING LOT STAGING AREA MUST BE RETURNED TO EXISTING CONDITIONS.

STA: 356+40

OFF: 370.40' LT

STA: 364+52

OFF: 378.42' LT

N 141062.98 E 453548.11

N 141089.46 E 453505.70 N 141174.28

E 453558.66

N 141147.80 E 453601.07

DUNE ℄

STA: 339+43.63

OFF: 22.59' LT

STA: 345+19.18

OFF: 37.49' LT

STA: 355+82.86

OFF: 64.11' LT

STA: 356+37.99

OFF: 65.49' LT

STA: 361+95.75

OFF: 78.04' LT

MHW-2022

MLW-2022

LANDWARD EDGE OF BERM

SEAWARD TOE OF DUNE

FEDERAL TEMPLATE EL. +7.0

EXISTING GROIN

CONTRACTOR STAGING

AREA (SEE NOTE 6)

CONTRACTOR

ACCESS

N 140537.51 E 453026.67

N 140582.57 E 453043.53

N 140619.53 E 453003.58

STA: 345+22

OFF: 354.43' LT

APPROXIMATE

TOE OF FILL

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:

-DA

-W

2B U2

C-

7A P

- S

. 3

+2 4.0

0 T O

.85

.dw g

.00

T O

.85

Y, N

, U

P, S

C-107A

PHILADELPHIA

C H

E M

N E

R E:

C -1

R E:

C -1

C H

E M

N E

R E:

C -1

R E:

C -1

1 PLAN - STA. 337+24 TO STA. 372+38.85 (OCEAN CITY SOUTH)1 PLAN - STA. 337+24 TO STA. 372+38.85 (OCEAN CITY SOUTH)

CORSON'S INLET

STATE PARK

CONTRACTOR

ACCESS

CONTRACTOR STAGING

AREA (SEE NOTE 5)

SEAWARD EDGE OF

BERM - EL. +7.0

APPROXIMATE

TOE OF FILL

CONTRACTOR WORK LIMIT

STA. 384+72±

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET C-102A FOR SURVEY CONTROL BASELINE POINTS. SEE CONTRACT

SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.

3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103A FOR

COORDINATES OF CONTRACTOR WORK LIMIT.

4. DO NOT DISTURB EXISTING DUNES OUTSIDE OF DUNE RECONSTRUCTION LOCATIONS.

5. PARKING LOT STAGING AREA MUST BE RETURNED TO EXISTING CONDITIONS.

STA: 384+47

OFF: 4.12' RT

TIE INTO EXISTING

BERM EL. +7.0

DUNE ℄

STA: 374+10

OFF: 364.25' LT

STA: 375+74.59

OFF: 85.57' RT

STA: 375+80.44

OFF: 164.87' RT

MHW-2022

MLW-2022

LANDWARD EDGE OF BERM

SEAWARD TOE OF DUNE

FEDERAL TEMPLATE EL. +7.0

N 140490.23 E 452910.66

N 140473.37 E 452917.39

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:

-DA

-W

2B U2

C-

8A P

- S

. 3

+3 8.8

5 T O

.00

.dw g

.85

T O

.00

Y, N

, U

P, S

C-108A

PHILADELPHIA

C H

E M

N E

R E:

C -1

R E:

C -1

1 PLAN - STA. 372+38.85 TO STA. 385+50 (OCEAN CITY SOUTH)1 PLAN - STA. 372+38.85 TO STA. 385+50 (OCEAN CITY SOUTH)

1000 800 400 160 0 200880 720 8080

-8

-4

-15

VARIES

(SEE PLANS)

EL. +12.8

VARIES

(SEE PLANS)

EL. +7.0

EXISTING

GROUND

CONSTRUCTION

TEMPLATE

SEE NOTE 3

SURVEY AND CONSTR.

SEAWARD

EDGE OF

BERM

DUNE

BEACHFILL

℄ DUNE

25'

APPROXIMATE

TOE OF FILL

LANDWARD EDGE OF BERM/

SEAWARD TOE OF DUNE

FOR FEDERAL TEMPLATE

240320480560640960 160

-12

-8

-4

-15

-12

MHW EL +1.58 FT NAVD88

MLW EL -2.45 FT NAVD88EL

N (F

T, N

D8 8)

DISTANCE FROM SURVEY (FEET)

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:

-DA

-W

2B U2

C-

1A T

- B

.dw g

L S

- B

Y, N

, U

P, S

C-301A

PHILADELPHIA

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET C-302A FOR CROSS SECTIONS.

3. IN LOCATIONS WHERE THE EXISTING GROUND EXCEEDS THE CONSTRUCTION TEMPLATE, NO

BEACHFILL WORK IS REQUIRED. EXCESS SAND IS NOT TO BE USED TO FILL THE TEMPLATE.

1 TYPICAL SECTION - STA. 292+89 TO STA. 384+47 (OCEAN CITY SOUTH)1 TYPICAL SECTION - STA. 292+89 TO STA. 384+47 (OCEAN CITY SOUTH)

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 322+76.97 (OC147)

-10

-5

900700500300100300 100

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 313+00 (OC146)

-10

-5

900700500300100300 100

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 303+00 (OC145)

-10

-5

900700500300100300 100

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 294+75.08 (OC144)

-10

-5

900700500300100300 100

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 286+00 (OC143)

-10

-5

900700500300100300 100

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 277+97.08 (OC142)

-10

-5

900700500300100300 100 -15 -15

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 266+72.94 (OC141)

-10

-5

900700500300100300 100

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 254+98.52 (OC140)

-10

-5

900700500300100300 100

-15 -15

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 243+33.81 (OC139)

-10

-5

900700500300100300 100 -15 -15

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 237+98.79 (OC138)

-10

-5

900700500300100300 100 -15 -15

SURVEY AND CONSTR.

DUNE

STA. 292+89±

· TAPER BERM TO EXISTING

GROUND (EL. +7.0)

DUNE ℄

SURVEY AND CONSTR.

DUNE ℄

℄ DUNE

DUNE ℄

SURVEY AND CONSTR.

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:

-DA

-W

2B U2

C-

2A C

- S

. 2

8.7 9 T

.97 .dw g

.79

T O

.97

Y, N

, U

P, S

C-302A

PHILADELPHIA

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. THE INFORMATION DEPICTED ON THESE CROSS SECTIONS ARE THE RESULTS OF SURVEYS MADE IN AUGUST OF 2022 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

3. SEE SHEET C-102A FOR PROFILE LINE INFORMATION.

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

5. THE CROSS SECTIONS ARE PLOTTED LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.

SCALE IN FEET

V: 2010

200100

10008006004002000

-10

-5

STA. 356+38.82 (OC150)

-10

-5

900700500300100300 100

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 345+20.10 (OC149)

-10

-5

900700500300100300 100

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 334+00 (OC148)

-10

-5

900700500300100300 100

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 364+50 (OC151)

-10

-5

900700500300100300 100 -15 -15

-15 -15

MHW EL +1.56 ft NAVD88

MLW EL -2.25 ft NAVD88

10008006004002000

-10

-5

STA. 378+32.08 (OC152)

-10

-5

900700500300100300 100 -15 -15

SURVEY AND CONSTR.

DUNE

STA. 384+46±

· TAPER BERM TO EXISTING

GROUND (EL. +7.0)

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:

-DA

-W

2B U2

C-

3A C

- S

. 3

0 T O

.08

.D W

.08

Y, N

, U

P, S

C-303A

PHILADELPHIA

SCALE IN FEET

V: 2010

200100

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. THE INFORMATION DEPICTED ON THESE CROSS SECTIONS ARE THE RESULTS OF SURVEYS MADE IN AUGUST OF 2022 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

3. SEE SHEET C-102A FOR PROFILE LINE INFORMATION.

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

5. THE CROSS SECTIONS ARE PLOTTED LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.

C-104-BC-105-B

C-106-B

ATLANTIC OCEAN

LIMIT OF BEACHFILL (UPPER TOWNSHIP NORTH) SU

. 2 +5

0±

. 9 9+

UPPER TOWNSHIPUPPER TOWNSHIP

UPPER TOWNSHIP

CONTRACTOR STAGING

AND STORAGE AREA

CONTRACTOR STAGING

AND STORAGE AREA

CORSON'S INLET

LIMIT OF DUNE

RECONSTRUCTION

(UPPER TOWNSHIP)SU

. 1

. 8 +3

0±

CONTRACTOR ACCESS

OPTION 9: LIMIT OF DUNE SCARP REMOVAL

(UPPER TOWNSHIP)SU

. 3

OPTION 10: LIMIT OF BEACHFILL (UPPER TOWNSHIP SOUTH)

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:

-DA

-W

2B U2

C-

1B G

dw g

L P

Y, N

, U

P, S

C-101B

PHILADELPHIA

1 GENERAL PLAN - UPPER TOWNSHIP1 GENERAL PLAN - UPPER TOWNSHIP

NORTH

PLAN

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET G-004 FOR GENERAL PLAN SHOWING BORROW AREAS.

3. SURVEY AND CONSTRUCTION BASELINE NOT SHOWN FOR CLARITY.

C H

E M

N E

R E:

-1

C R

/C -1

ILE

PROFILE

LI0

PROFILE LI004

PROFILE LI005

PROFILE LI006

PROFILE LI007

PROFILE LI008

PROFILE LI009

PROFILE LI010

PROFILE LI011

PROFILE LI012

PROFILE LI01395+00

90+00

85+00

80+00

75+00

70+00

65+00

60+00

55+00

50+00

45+00

40+00

35+00

30+00

25+00

20+00

15+00

10+00

5+00

SURVEY & CONSTRUCTION

BASELINE (TYP)

SURVEY CONTROL

POINT (TYP)

SURVEY AND CONSTRUCTION

BASELINE POINTS

PI/P.O.T. STA. NORTHING EASTING

0+00 134816.55 448917.75 0+75.94 134779.05 448983.78 3+36.19 134577.53 449148.46 7+45.16 134180.95 449248.37 9+86.08 133941.18 449271.89 18+14 133218.07 448868.05

34+74.72 131892.68 447868.05 37+47.57 131844.71 447599.45 45+23.09 131267.77 447081.20 65+29.11 129785.85 445729.16 93+15.88 127576.82 444030.25

PROFILE LINE (CROSS SECTION) CONTROL POINTS

ID BASELINE STA. NORTHING EASTING AZIMUTH NORTH

LI001 0+50 134791.86 448961.23 29.59

LI002 2+50 134644.27 449093.92 50.75

LI003 4+50 134467.17 449176.26 75.86

LI004 9+50 133977.09 449268.37 84.40

LI005 14+50 133535.99 449045.97 119.14

LI006 24+50 132710.49 448485.48 127.05

LI007 34+74.72 131892.68 447868.05 127.05

LI008 45+23.09 131267.77 447081.20 131.93

LI009 55+23.09 130529.03 446407.21 132.38

LI010 65+29.11 129785.85 445729.16 127.56

LI011 75+29.11 128993.16 445119.53 127.56

LI012 85+29.11 128200.48 444509.90 127.56

LI013 95+29.11 127398.39 443913.50 123.20

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:

-DA

-W

2B U2

C-

2B P

- H

L G

dw g

Y, N

, U

P, S

C-102B

PHILADELPHIA

NORTH

PLAN

STA. 0+00 TO STA. 99+00

1 PLAN - HORIZONTAL GEOMETRY (UPPER TOWNSHIP)1 PLAN - HORIZONTAL GEOMETRY (UPPER TOWNSHIP)

MATCHLINE MATCHLINE

RE: 1/C-102C RE: 1/C-102C

NORTHING

134899.28

134791.22

134989.27

134967.85

134644.27

134590.20

134445.86

134414.16

134439.24

134427.25

134381.83

134290.89

134259.88

134244.62

134105.70

134094.24

134046.25

133944.52

133950.72

133922.90

133915.43

133588.70

133495.21

133403.12

133227.43

133247.14

133227.96

133222.30

133198.90

133099.35

133093.73

133025.99

132961.88

132961.50

132957.61

132676.04

132644.53

132631.84

132595.24

132557.44

132527.99

132524.10

132519.58

132466.65

132406.65

132358.03

132316.90

132313.06

132274.56

132236.29

132195.39

132166.04

132131.24

132115.38

132111.68

132095.66

132068.81

132042.96

132017.87

131931.27

131925.55

131899.16

131841.24

131786.70

131743.42

131731.18

131795.35

131778.84

131715.44

131705.66

EASTING

450072.76

449643.98

449607.57

449489.92

449093.92

448795.31

448794.59

448824.76

448851.11

448871.97

448932.68

449034.78

449013.23

449036.34

449251.17

449243.90

449315.58

449300.25

449286.08

449271.00

449282.98

449073.10

449013.30

448951.55

448845.12

448822.83

448805.50

448800.43

448823.97

448753.31

448759.69

448700.72

448654.76

448655.19

448651.70

448449.87

448428.08

448419.40

448394.47

448368.32

448348.00

448345.32

448342.20

448305.57

448264.31

448230.28

448200.99

448198.25

448170.30

448141.86

448111.10

448088.84

448061.50

448048.94

448046.01

448033.32

448012.08

447991.62

447971.77

447903.65

447899.13

447878.31

447832.29

447789.05

447754.86

447745.20

447651.41

447640.11

447732.78

447725.06

CONTRACTOR WORK LIMIT POINTS

POINT NO.

NORTHING

131625.08

131578.42

131563.23

131646.07

131661.62

131644.83

131631.65

131552.47

131534.57

131420.77

131473.95

131481.55

131469.68

131459.30

131410.01

131287.51

130710.71

130796.22

130779.81

130695.10

130681.50

130509.55

130516.81

130500.43

130493.90

130363.25

130178.21

130174.31

130181.48

130113.88

130140.87

130189.12

130165.85

130127.33

130134.69

130116.58

130089.98

130074.29

129770.94

129676.30

129540.81

129324.20

128719.09

128475.16

128080.48

127483.39

127007.94

EASTING

447598.26

447525.11

447501.28

447448.44

447424.45

447413.58

447433.92

447484.42

447456.35

447277.91

447243.99

447231.58

447212.68

447229.61

447261.04

447068.97

446604.67

446481.83

446470.40

446592.10

446581.15

446443.51

446433.16

446421.68

446430.99

446326.41

446195.43

446192.63

446182.38

446114.64

446087.70

446062.40

446046.37

446066.57

446024.90

446012.43

446056.15

446074.97

445771.01

445704.08

445608.86

445456.82

445030.52

444861.36

444585.37

444164.48

443832.84

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:

-DA

-W

2B U2

C-

3B H

L G

- C

W L.d wg

- C W

Y, N

, U

P, S

C-103B

PHILADELPHIA

CORSON'S INLET

UPPER TOWNSHIP

CONTRACTOR

ACCESS

(SEE NOTE 9)

APPROXIMATE

TOE OF FILL

SEAWARD EDGE OF

BERM - EL. +6.0

SEAWARD EDGE OF

BERM - EL. +6.0

SURVEY AND CONSTR.

CONTRACTOR

STAGING AREA

(SEE NOTE 9 AND 10)

EXISTING WOOD PILES

(TYP, SEE NOTE 4)

CONTRACTOR

WORK LIMIT

(TYP)

℄ OF DUNE

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET C-102B FOR SURVEY CONTROL BASELINE POINTS. SEE CONTRACT

SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.

3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103B FOR

COORDINATES OF CONTRACTOR WORK LIMIT.

4. WOOD GROIN REMOVED DURING INITIAL CONSTRUCTION. PILES WERE CUT TO 3' BELOW

GRADE AND MAY BE EXPOSED IN THIS LOCATION.

5. FULL DUNE TO BE RECONSTRUCTED FROM STA. 8+72± to STA. 12+38±. SEAWARD SLOPE OF

DUNE TO BE RECONSTRUCTED FROM STA. 12+38± TO STA. 19+50±. SEE SHEET C-501 AND

C-502 FOR DUNE DETAILS. SEE SHEET C-503 FOR CROSSOVER DETAILS.

6. EXISTING SAND FENCE WITHIN THE WORK LIMIT SHALL BE REMOVED AND NEW SAND FENCE

LATER INSTALLED IN LOCATIONS WHERE THE FEDERAL DUNE IS RECONSTRUCTED.

7. FOR BEACHFILL RESTRICTIONS BETWEEN STA. 4+39 AND STA. 29+50, SEE SPECIFICATIONS

AND SHEET C-601.

8. DO NOT DISTURB EXISTING DUNES OUTSIDE OF DUNE RECONSTRUCTION LOCATIONS.

9. CONTRACTOR ACCESS AT WILLIAMS AVENUE AND CONTRACTOR STAGING AREA ALONG THE

BEACH ARE NOT AVAILABLE FOR USE FROM 15 MARCH TO 15 AUGUST. SEE SPECIFICATIONS

FOR BEACHFILL RESTRICTIONS.

10. STAGING AREA MAY NEED TO BE GRADED PRIOR TO USE.

11. CONSTRUCT STAGGERED SEAWARD SAND FENCE IN STRATHMERE NATURAL LANDS AREA

FROM STATION 8+30 TO STATION 10+30. SEE DETAIL 7/C-502.

12. OPTION 7: GRADE DUNE SCARP BETWEEN 19+50± TO 36+13±. PLANT DUNE GRASS ON

GRADED DUNE. SEE TYPICAL SECTION 1/C-302B.

CONTRACTOR WORK LIMIT

STA. 2+50±

STA. 7+99.99

@ 3.94' LT.

STA. 5+82.74

@ 151.83' RT.

N 133004.56 E 448913.48

N 133033.18 E 448872.48 N 133115.18

E 448929.72 N 133086.56 E 448970.72

TIE SEAWARD DUNE

RECONSTRUCTION

INTO EXIST DUNE AT

STA. 19+50± TIE DUNE RECONSTRUCTION

INTO EXIST DUNE AT STA. 8+72±

(SEE NOTE 5)

DUNE ℄

STA: 9+50

OFF: 475.08' LT

STA: 3+37

OFF: 432.84' LT

TIE INTO EXISTING

BERM EL. +6.0

STA: 14+51

OFF: 502.34' LT

STA: 24+51

OFF: 515.44' LT

TIE RECONSTRUCTED DUNE

CREST INTO EXIST DUNE AT

STA. 12+38± (SEE NOTE 5)

TRANSITION DUNE CREST

WIDTH FROM 10' TO 25',

TRANSITION DUNE ELEV.

FROM 11.75' TO 14.8'

APRROXIMATE

EDGE OF FILL

STA: 10+81.53

OFF: 111.97' LT

STA: 9+74.63

OFF: 104.23' LT

CREST WIDTH 25'

ELEV. 14.8'

STA: 8+88.94

OFF: 76.44' LT

CREST WIDTH 10'

ELEV. 11.75'

STA: 14+51.33

OFF: 72.43' LT

STA: 24+49.53

OFF: 59.29' LT

MHW-2022

MLW-2022

LANDWARD EDGE OF BERM

SEAWARD TOE OF DUNE

FEDERAL TEMPLATE EL. +6.0

EXISTING GROIN

APPROX. LIMIT OF

EXISTING ROCK

REVETMENT

EXISTING WOOD PILES

(TYP, SEE NOTE 4)

START NATURAL LANDS FENCING

STA. 8+30± (SEE NOTE 11)

END NATURAL LANDS

FENCING STA. 10+30±

(SEE NOTE 11)

LANDWARD EDGE OF BERM

SEAWARD TOE OF DUNE

FEDERAL TEMPLATE EL. +6.0

OPTION 7 : START DUNE

SCARPI REMOVAL

STA. 19+50±

OPTION 7 : DUNE SCARP REMOVAL

SEE NOTE 12 (TYPICAL)

ATLANTIC OCEAN

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:

-DA

-W

2B U2

C-

4B P

- S

. 0 +0

0 T O

8.6 7.d wg

+0 8.6

Y, N

, U

P, S

C-104B

PHILADELPHIA

1 PLAN - STA. 0+00 TO STA. 27+08.67 (UPPER TOWNSHIP)1 PLAN - STA. 0+00 TO STA. 27+08.67 (UPPER TOWNSHIP)

C H

E M

N E

R E:

C -1

R E:

C -1

QUANTITIES - CROSSOVER REPAIRS

CROSSOVER NO. STATION DETAIL NO./

SHEET NO. TYPE REPAIR (SF) SPLIT RAIL FENCE

REPAIR (LF)

POST AND RAIL

FENCE (LF)

1 10+10 2/C-301 PEDESTRIAN 1754 350 0

2 12+44 1/C-301 PEDESTRIAN 769 132 0

3 15+24 1/C-301 PEDESTRIAN 7675 142 0

4 17+44 3/C-301 ADA 695 0 170

5 18+33 4/C-301 VEHICULAR 245 66 0

QUANTITIES - DUNE RECONSTRUCTION

STATION RANGE SAND (CY) SAND FENCE (LF) 18" DUNE GRASS

(SY)

24" DUNE GRASS

(SY)

8+30 TO 19+50 9843 1843 5482 1940

QUANTITIES - OPTION 7 DUNE SCARP REMOVAL

STATION RANGE GRADED SAND

(CY) SAND FENCE (LF) 18" DUNE GRASS

(SY)

24" DUNE GRASS

(SY)

19+50 TO 27+08.67 1361 0 4482 0

APPROXIMATE

TOE OF FILL

SEAWARD EDGE OF

BERM - EL. +6.0

SEAWARD EDGE OF

BERM - EL. +6.0

SURVEY AND CONSTR.

EXISTING WOOD

BULKHEAD TO

REMAIN

( SEE NOTE 4)

EXPOSED WOOD

BULKHEAD (TO

REMAIN)

CONTRACTOR ACCESS

CONTRACTOR

WORK LIMIT

(TYP)

CONTRACTOR

WORK LIMIT

(TYP)

SEE NOTE 7

SURVEY AND

CONSTR.

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET C-102B FOR SURVEY CONTROL BASELINE POINTS. SEE CONTRACT SPECIFICATIONS FOR SURVEY

CONTROL DESCRIPTION SHEETS.

3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103B FOR COORDINATES OF

CONTRACTOR WORK LIMIT.

4. THE DEPTH OF THE EXISTING WOOD BULKHEAD IS UNKNOWN.

5. CONTRACTOR TO COORDINATE WITH TOWNSHIP FOR REMOVAL OF ADA COMPLIANT STABILIZATION MAT PRIOR

TO FILL PLACEMENT.

6. EXISTING SAND FENCE WITHIN THE WORK LIMIT SHALL BE REMOVED AND NEW SAND FENCE LATER INSTALLED IN

LOCATIONS WHERE THE FEDERAL DUNE IS RESHAPED/REBUILT.

7. FOR BEACHFILL RESTRICTIONS BETWEEN STA. 4+39 AND STA. 29+50, SEE SPECIFICATIONS AND SHEET C-601.

8. DO NOT DISTURB EXISTING DUNES OUTSIDE OF DUNE RECONSTRUCTION LOCATIONS.

9. STAGING AREA MAY NEED TO BE GRADED PRIOR TO USE. STAGING AREA MAY BE USED FOR BASE AND OPTION

WORK.

10. HAWTHORNE AVENUE AND HAMILTON AVENUE ARE PAPER STREETS SHOWN FOR REFERENCE ONLY.

11. OPTION 7: GRADE DUNE SCARP BETWEEN 19+50± TO 36+13±. PLANT DUNE GRASS ON GRADED DUNE. SEE

TYPICAL SECTION 2/C-302B.

12. IF OPTION 10 IS NOT AWARDED END BERM, SLOPE AT 5H:1V TO BASE CONTRACT FULL BERM TEMPLATE.

13. IF OPTION 10 IS AWARDED MAINTAIN CONTINUOUS FULL BERM TEMPLATE BETWEEN THE BASE AND THE OPTION.

N 129832.44 E 446025.56

N 129797.05 E 446060.88

DUNE ℄

STA: 34+75

OFF: 476.47' LT

STA: 54+83

OFF: 483.16' LT

FULL BASE BERM TEMPLATE

STA: 45+23

OFF: 467.64' LT

STA: 33+09.63

OFF: 85.40' LT

STA: 36+41.51

OFF: 233.23' LT

STA: 45+24.05

OFF: 49.74' LT

STA: 55+19.65

OFF: 111.39' LT

STA: 59+24.80

OFF: 140.04' LT

MHW-2022

MLW-2022

LANDWARD EDGE OF BERM

SEAWARD TOE OF DUNE

FEDERAL TEMPLATE EL. +6.0

EXISTING GROIN

CONTRACTOR

STAGING AREA

(SEE NOTE 9) SEE NOTE 10

OPTION 7 : END DUNE

SCARP REMOVAL

STA. 36+13±

OPTION 7 : DUNE SCARP REMOVAL

SEE NOTE 11 (TYPICAL)

STA: 55+24

OFF: 484.03' LT

SEE NOTES 12 AND 13

STA: 55+24

OFF: 391.11' LT

SEE NOTES 12 AND 13OPTION 10:

SEAWARD EDGE

OF BERM - EL. +6.0

OPTION 10: APPROXIMATE

TOE OF FILL

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:

-DA

-W

2B U2

C-

5B P

+0 8.6

7 T O

1.1 8.d wg

. 2

.67 T

+7 1.1

Y, N

, U

P, S

C-105B

PHILADELPHIA

1 PLAN - STA. 27+08.67 TO STA. 63+71.18 (UPPER TOWNSHIP)1 PLAN - STA. 27+08.67 TO STA. 63+71.18 (UPPER TOWNSHIP)

C H

E M

N E

R E:

C -1

R E:

C -1

C H

E M

N E

R E:

C -1

R E:

C -1

QUANTITIES - OPTION 7 DUNE SCARP REMOVAL

STATION RANGE GRADED SAND

(CY) SAND FENCE (LF) 18" DUNE GRASS

(SY)

24" DUNE GRASS

(SY)

27+08.67 TO 36+13 5198 0 5198 0

CONTRACTOR

STAGING AREA

(SEE NOTE 6)

SURVEY AND CONSTR.

CONTRACTOR

WORK LIMIT

(TYP)

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES AND LEGEND.

2. SEE SHEET C-102B FOR SURVEY CONTROL BASELINE POINTS. SEE CONTRACT

SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.

3. CONTRACTOR WORK LIMIT POINTS NOT SHOWN FOR CLARITY. SEE SHEET C-103B FOR

COORDINATES OF CONTRACTOR WORK LIMIT.

4. EXISTING SAND FENCE WITHIN THE WORK LIMIT SHALL BE REMOVED AND NEW SAND FENCE

LATER INSTALLED IN LOCATIONS WHERE THE FEDERAL DUNE IS RESHAPED/REBUILT.

5. DO NOT DISTURB EXISTING DUNES OUTSIDE OF DUNE RECONSTRUCTION LOCATIONS.

6. STAGING AREA MAY NEED TO BE GRADED PRIOR TO USE. STAGING AREA MAY BE USED FOR

BASE AND OPTION WORK.

7. IF OPTION 10 IS AWARDED AND OPTION 12 IS NOT AWARDED END BERM, SLOPE GRADE AT

5H:1V TO OPTION 10 FULL BERM TEMPLATE.

8. IF OPTION 10 AND OPTION 12 IS AWARDED MAINTAIN CONTINUOUS FULL BERM TEMPLATE

BETWEEN THE OPTIONS.

CONTRACTOR

WORK LIMIT

(TYP)

N 129727.33 E 445989.18

N 129761.80 E 445954.78

STA: 64+86

OFF: 507.21' LT

STA: 95+29

OFF: 513.00' LT

STA: 85+29

OFF: 500.00' LT

STA: 75+29

OFF: 484.00' LT

STA: 65+22.51

OFF: 112.04' LT

STA: 74+69.95

OFF: 149.67' LT

STA: 76+69.59

OFF: 159.26' LT

STA: 78+15.67

OFF: 166.27' LT

STA: 85+28.51

OFF: 200.49' LT

STA: 95+29.52

OFF: 227.49' LT

MHW-2022

MLW-2022

MHW-2022

MLW-2022

LANDWARD EDGE OF BERM

SEAWARD TOE OF DUNE

FEDERAL TEMPLATE EL. +6.0

EXISTING GROIN

OPTION 10:

SEAWARD EDGE

OF BERM - EL. +6.0

OPTION 10: APPROXIMATE

TOE OF FILL

STA: 98+78

OFF: 386.49' LT

SEE NOTES 7 AND 8

STA: 98+32

OFF: 507.86' LT

OPTION 10: FULL

BERM TEMPLATE

STA: 98+72

OFF: 507.18' LT

SEE NOTES 7 AND 8

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:

-DA

-W

2B U2

C-

6B P

- S

. 6 3+

.18

T O

0.d wg

1.1 8 T

Y, N

, U

P, S

C-106B

PHILADELPHIA

C H

E M

N E

R E:

C -1

R E:

C -1

1 PLAN - STA. 63+71.18 TO STA. 99+00 (UPPER TOWNSHIP)1 PLAN - STA. 63+71.18 TO STA. 99+00 (UPPER TOWNSHIP)

C H

E M

N E

R E:

C -1

R E:

C -1

10'

SURVEY AND CONSTR.

SEAWARD

EDGE OF

BERM

BEACHFILL

℄ DUNE

APPROXIMATE

TOE OF FILL

VARIES

(SEE PLANS)

LANDWARD EDGE OF BERM/

SEAWARD TOE OF DUNE

FOR FEDERAL TEMPLATE

CONSTRUCTION TEMPLATE

EL. +6.0

MHW EL +1.58 FT NAVD88

800 400 160 0880 720 8080

-8

-4

240320480560640 160

-8

-4

MLW EL -2.45 FT NAVD88

240 320

EL. +11.75

VARIES

(SEE PLANS)

EXCESS SAND

(SEE NOTE 3) DUNE

DISTANCE FROM SURVEY (FEET)

N (F

T, N

D8 8)

EXISTING GROUND

VARIES

SURVEY AND CONSTR.

EXISTING GROUND

SEAWARD

EDGE OF

BERM

DUNE

BEACHFILL

APPROXIMATE

TOE OF FILL

VARIES

(SEE PLANS)

LANDWARD EDGE OF BERM/

SEAWARD TOE OF DUNE

FOR FEDERAL TEMPLATE

CONSTRUCTION TEMPLATE

EL. +6.0

MHW EL +1.58 FT NAVD88

800 400 160 0880 720 8080

-8

-4

240320480560640

-8

-4

MLW EL -2.45 FT NAVD88

VARIES BETWEEN

VARIES

(SEE PLANS)

EL. +14.8 & +11.75

℄ DUNE

DISTANCE FROM SURVEY (FEET)

N (F

T, N

D8 8)

DUNE PLANTING

(SEE NOTE 4)

25'

SURVEY AND CONSTR.

EXISTING GROUND

SEAWARD

EDGE OF

BERM

DUNE

BEACHFILL

℄ DUNE

APPROXIMATE

TOE OF FILL

VARIES

(SEE PLANS)

VARIES

(SEE PLANS)

LANDWARD EDGE OF BERM/

SEAWARD TOE OF DUNE

FOR FEDERAL TEMPLATE

CONSTRUCTION TEMPLATE

EL. +6.0

EL. +14.8

MHW EL +1.58 FT NAVD88

400 160 0 8080240320480560640 160

-8

-4

MLW EL -2.45 FT NAVD88

FILL FEDERAL

DUNE TEMPLATE

DISTANCE FROM SURVEY (FEET)

N (F

T, N

D8 8)

EXCESS SAND

(SEE NOTE 3)

-8

-4

16DUNE PLANTING

(S…

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