W912BU19B0013-Dwgs.pdf

PDF 14 MB Posted Aug 7, 2019

Attached to: Beachfill-Rehoboth DE
Solicitation number: W912BU19B0013
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

From the source

Solicitation Drawings.

View the file

Other files

File	Type	Posted
C.04.01.Copy_of_Bid_Abstract-19B0013.pdf	PDF	Oct 17, 2019
W912BU-19-B-0013_Specs-AM2.pdf	PDF	Aug 30, 2019
W912BU-19-B-0013_Dwgs-AM2.pdf	PDF	Aug 30, 2019
W912BU-19-B-0013_Specs-AM1.pdf	PDF	Aug 23, 2019
W912BU-19-B-0013_Dwgs-AM1.pdf	PDF	Aug 23, 2019
W912BU19B0013-Specs.pdf	PDF	Aug 7, 2019

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

LOCATION MAP

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

PETER M. TRANCHIK, P.E.

CHIEF, ENGINEERING BRANCH

ANDREW J. SCHWAIGER, 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.

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I L

A M

M A

R K

D W

I Z

C O

N T

R A

C T

U M

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

P S

N G

I N

E E

R S

P H

I L

A D

E L

P H

I A

T R

I C

SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

R E

H O

B O

E A

C H

S U

S S

N T

E L

A W

A R

B E

A C

O U

R I S

H M

E N

C O

V E

H E

E T

F N

R T

J U

I F

P H

I L A

D E

L P

H I A

PHILADELPHIA

BEACH NOURISHMENT

SUSSEX COUNTY, DELAWARE

REHOBOTH BEACH AND DEWEY BEACH

RTA - 09 JULY 2019

IFB NO. W912BU-19-B-0013

OF PROJECT

LOCATION

VICINITY MAP

NTS

OF WORK

LOCATION

NTS

DRAWING INDEX

AutoCAD SHX Text Pittsburgh

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

WEST

AutoCAD SHX Text

LAKE

AutoCAD SHX Text Erie

AutoCAD SHX Text

ERIE

AutoCAD SHX Text

CANADA

AutoCAD SHX Text

BAY

AutoCAD SHX Text

DELAWARE

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

AutoCAD SHX Text Roanoke

AutoCAD SHX Text Norfolk

AutoCAD SHX Text Washington

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text Richmond

AutoCAD SHX Text

BAY

AutoCAD SHX Text Ocean City

AutoCAD SHX Text

CHESAPEAKE

AutoCAD SHX Text

DELAWARE

AutoCAD SHX Text

CONNECTICUT

AutoCAD SHX Text

LONG ISLAND

AutoCAD SHX Text Philadelphia

AutoCAD SHX Text Baltimore

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text Harrisburg

AutoCAD SHX Text

JERSEY

AutoCAD SHX Text

NEW

AutoCAD SHX Text Atlantic City

AutoCAD SHX Text New York

AutoCAD SHX Text

NEW YORK

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text Buffalo

AutoCAD SHX Text

LONG ISLAND SOUND

AutoCAD SHX Text Hartford

AutoCAD SHX Text Albany

AutoCAD SHX Text

MASS.

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

RHODE

AutoCAD SHX Text Providence

AutoCAD SHX Text

AutoCAD SHX Text D E L A W A R E

AutoCAD SHX Text

MILLSBORO

AutoCAD SHX Text o

AutoCAD SHX Text

GEORGETOWN

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

AutoCAD SHX Text

DAGSBORO

AutoCAD SHX Text

BAY

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

INDIAN

AutoCAD SHX Text o

AutoCAD SHX Text

LEWES

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

REHOBOTH

AutoCAD SHX Text

REHOBOTH

AutoCAD SHX Text

BAY

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

DEWEY

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text G-001

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text C-001

AutoCAD SHX Text

GENERAL INFORMATION SHEET

AutoCAD SHX Text C-002

AutoCAD SHX Text

SURVEY AND CONSTRUCTION BASELINE CONTROL

AutoCAD SHX Text C-101

AutoCAD SHX Text

GENERAL PLAN - REHOBOTH AND DEWEY BEACH LOCATION MAP - BORROW AREA

AutoCAD SHX Text C-103

AutoCAD SHX Text

PLAN - STA. 10+50 TO STA. 45+45

AutoCAD SHX Text C-104

AutoCAD SHX Text

PLAN - STA. 45+45 TO STA. 80+53

AutoCAD SHX Text C-105

AutoCAD SHX Text

PLAN - STA. 103+66 TO STA. 138+67

AutoCAD SHX Text C-106

AutoCAD SHX Text

PLAN - STA. 138+67 TO STA. 173+99

AutoCAD SHX Text C-301

AutoCAD SHX Text

TYPICAL SECTIONS - BEACHFILL

AutoCAD SHX Text C-302

AutoCAD SHX Text

CROSS SECTIONS - STA. 20+56 TO STA. 58+16

AutoCAD SHX Text C-303

AutoCAD SHX Text

CROSS SECTIONS - STA. 65+25 TO STA. 90+15

AutoCAD SHX Text C-304

AutoCAD SHX Text

CROSS SECTIONS - STA. 93+89 TO STA. 118+92

AutoCAD SHX Text C-305

AutoCAD SHX Text

CROSS SECTION - STA. 123+92 TO STA. 149+01

AutoCAD SHX Text C-306

AutoCAD SHX Text

CROSS SECTIONS - STA. 154+24 TO STA. 174+21

AutoCAD SHX Text C-401

AutoCAD SHX Text

PLAN - BORROW AREA B

AutoCAD SHX Text C-501

AutoCAD SHX Text

DETAILS - CROSSOVER

GENERAL NOTES:

1. HORIZONTAL CONTROL IS REFERENCED TO NAD 83, DELAWARE STATE PLANE COORDINATES, US FEET.

2. ALL ELEVATIONS ARE REFERENCED TO THE NAVD 88 DATUM, EXCEPT AS NOTED OTHERWISE.

3. BEACH CONDITIONS ARE DYNAMIC IN NATURE AND TOPOGRAPHY AND BATHYMETRY MAY DIFFER FROM THAT SHOWN ON THE

PROJECT MAPPING.

4. THE CONTRACTOR'S WORK LIMIT SHALL BE THE LANDWARD EDGE OF BERM OR DUNE REPAIR WHICH VARIES WITH LOCATION

ALONG THE SHORELINE. ADDITIONAL CWL WILL BE ESTABLISHED BY THE CONTRACTING OFFICER WHEN THE AREA OF WORK IS

KNOWN. LOCATION AND TEMPLATE OF BEACHFILL AT REHOBOTH BEACH & DEWEY BEACH MAY BE REVISED BY THE CONTRACTING

OFFICER FOLLOWING RECEIPT AND APPROVAL OF PRE-PLACEMENT CONDITION SURVEYS. SEE NOTES ON SHEETS C-102 TO C-105.

5. ALL OF THE BEACHFILL MATERIAL FOR THE LOCATIONS INDICATED SHALL BE OBTAINED FROM THE BORROW AREA B. SEE SHEET C-401.

6. PLANIMETRIC MAPPING SHOWN IS THE RESULT OF AERIAL PHOTOGRAPHY CONDUCTED IN OCTOBER 1992 AND 1998

(DEWEY/REHOBOTH/BETHANY UPDATED WITH FIELD SURVEYS APRIL 1999) AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF

CONDITIONS AT THAT TIME.

7. SURVEY CONTROL DESCRIPTION SHEETS FOR SURVEY BASELINE MONUMENTATION ARE INCLUDED IN SPECIFICATION APPENDIX A-30.

ADDITIONAL CONTROL DESCRIPTION SURVEY SHEETS WILL BE PROVIDED TO CONTRACTOR AFTER NOTICE TO PROCEED.

8. THE BORROW AREA IS LOCATED OFFSHORE OF THE PROJECT AREAS. SEE SHEETS C-101 AND C-401.

9. SEE BID SCHEDULE IN THE SPECIFICATIONS FOR BREAKDOWN OF BASE BID.

10. THE AMOUNT OF AREA AND DURATION OF USE OF THE STAGING AREAS MAY BE MODIFIED DURING THE CONTRACT PERIOD.

THE MOST EFFICIENT USE OF THE STAGING AREAS TO MEET REQUIREMENTS OF THE STATE AND LOCAL GOVERNMENTS SHALL BE

DISCUSSED WITH THE CONTRACTOR AT THE PRE-CONSTRUCTION MEETING.

11. CONTRACTOR TO PROVIDE 2 WEEKS NOTICE TO PROPERTY OWNER TO REMOVE ANY STAIR, BOARDWALK, FENCE OR OTHER FIXTURE

LOCATED WITH THE LIMITS OF CONSTRUCTION OR IT WILL BECOME PROPERTY OF THE CONTRACTOR FOR REMOVAL & DISPOSAL AT THE

CONTRACTORS EXPENSE.

12. ALL STATIONS AND OFFSETS FROM SURVEY AND CONSTRUCTION BASELINE ARE LOOKING AHEAD STATION UNLESS OTHERWISE NOTED ON

PLANS.

13. TIDE REFERENCE IS BASED ON NOAA STATION 8557380, PRESENT EPOCH 1983-2001.

MHW

ELEV. 0.00 FEET (NAVD 88)

ELEV. 0.00 FEET (NGVD 29)

MLW

REHOBOTH BEACH / DEWEY BEACH

TIDE REFERENCE

NTS

MHHW

MLLW

3:1578

META

E 619576

N 442553

R=100'

LOCATION/IDENTFICATION OF UNDER

WATER CULTURAL ANTIQUITY W/

EXCLUSION ZONE

CONTRACTOR ACCESS

SURVEY BASELINE

OUTFALL PIPE

BEACH PATROL DUNE CROSSOVER

STATION

OFFSET

STATION

SEAWARD EDGE OF BERM

DUNE CENTERLINE

STONE GROIN

APPROX. LOCATION OF UNDER

WATER HAZARD

40+00

VIBRACORE BORING DESIGNATION

FILL SLOPE AND BERM LINE

TIMBER GROIN

VEGETATION

LIMIT OF DISTURBANCE

CONTRACTOR WORK LIMIT

SAND FENCE, STRAIGHT

SAND FENCE, ZIG ZAG

METAL POST FENCE

CHAIN LINK FENCE

WOOD POST FENCE

HANDRAIL

STEEL SHEET PILE

MEAN TIDE LINE

EXISTING MEAN LOW WATER LINE

EXISTING MEAN HIGH WATER LINE

LANDWARD WORK LIMIT

CONTRACTOR STAGING/

STORAGE AREA

CONTRACTOR WORK LIMIT POINT

NUMBER/LOCATOR

XXX

CONTOUR LINE

CONTRACTOR WORK LIMIT

(ALTERNATE LINE TYPE)

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN FF FINISHED FLOOR PSI POUNDS PER SQUARE INCH

ADDL ADDITIONAL FIN FINISH PVI 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

CMU CONCRETE MASONRY UNIT HVY HEAVY SST STAINLESS STEEL

CO CLEAN OUT IN INCH STA STATION

COL COLUMN INSUL

INSULATION, INSULATED

STD STANDARD

CONC CONCRETE IINT INTERIOR STRUCT STRUCTURAL

CONSTR CONSTRUCTION INV INVERT SUSP SUSPENDED

CONT CONTINUOUS LL LIVE LOAD SYS SYSTEM

CTRL CONTROL LP LOW POINT TEMP TEMPORARY

CWL CONTRACTOR WORK LIMITS LT LIGHT TD TRENCH DRAIN

DET DETAIL LVC LENGTH OF VERTICAL CURVE TDO TRENCH DRAIN OUTLET PIPE

DGA DENSE GRADED AGGREGATE JCT JUNCTION TELE TELEPHONE

DIA DIAMETER MATL MATERIAL TOPO TOPOGRAPHY

DIM DIMENSION MAX MAXIMUM TYP TYPICAL

DL DEAD LOAD MIN MINIMUM UD UNDERDRAIN

DWG DRAWING MISC MISCELLANEOUS UDO UNDERDRAIN OUTLET PIPE

E EAST N NORTH UE UNDERGROUND ELECTRIC

EA EACH NLT NOT LESS THAN UGND UNDERGROUND

ECM EROSION CONTROL MAT NTS NOT TO SCALE UNO UNLESS NOTED OTHERWISE

EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UOP UNDERDRAIN OUTLET PIPE

EL ELEVATION OD OUTSIDE DIAMETER UXO UNEXPLODED ORDINANCE

ELEC ELECTRIC OH OVERHEAD VB VINYL BASE

EOP EDGE OF PAVEMENT OPG OPENING VC VERTICAL CURVE

EOS EDGE OF SHOULDER OPP OPPOSITE VCT VINYL COMPOSITION TILE

EQ EQUAL PC POINT OF CURVE VOL VOLUME

EQUIP EQUIPMENT PD PAVEMENT DRAIN VERT VERTICAL

EXH EXHAUST PI POINT OF INFLECTION VTR VENT THROUGH ROOF

EXIST PI POINT OF INFLECTION W/ WITH

EXP

EXPANSION, EXPOSED

PIV POINT OF VERTICAL INFLECTION W WEST

EXP JT EXPANSION JOINT POT POINT OF TANGENT WL WATER LEVEL

EXT EXTERIOR PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE

FIG FIGURE SINGLE PNL PANEL W/O WITHOUT

FDTN FOUNDATION PSF POUNDS PER SQUARE FOOT

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

HORIZONTAL AND VERTICAL CONTROL

LINE TYPE LEGENDBEACHFILL SYMBOLS LEGEND

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

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

PRIMARY

SCALE

EXTENSION

SCALE

SECTION IDENTIFICATION NUMBER

DETAIL SHEET

REF NUMBER

X X X X

PRIMARY

SCALE

EXTENSION

SCALE

V: X X X X X

X X X X

H: X

SCALE IN FEET/METERS

(SINGLE SCALE, SCALE BAR)

SCALE IN FEET/METERS

(HORIZONTAL/VERTICAL SCALE BAR)

DIRECTION OF

MAGNETIC NORTH

NORTH SYMBOL

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

P H

D E

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

PHILADELPHIA

C-001

R E

H O

B O

C H

S U

S S

N T

E L

A W

A R

B E

A C

O U

R I S

H M

E N

G E

N E

R A

I N

F O

R M

A T

I O

H E

E T

F N

R T

J U

I F

P H

D E

P G

S D

W K

T E

H D

A N

N T

AutoCAD SHX Text

LOD

AutoCAD SHX Text

LWL

AutoCAD SHX Text 20'

AutoCAD SHX Text

CWL

AutoCAD SHX Text

CENTERLINE/SURVEY- CONSTRUCTION BASELINE ( )

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

CLOUD

AutoCAD SHX Text

REVISION & AMENDMENT CLOUD AND SYMBOL

AutoCAD SHX Text

REVISION SYMBOL (NUMERIC)

AutoCAD SHX Text

AMENDMENT SYMBOL (ALPHA)

AutoCAD SHX Text

NORTH

PLAN

0+00

5+00

25+

30+00

35+00

40+00

45+00

50+00

60+

70+00

75+00

80+00

90+ 00 95+00

100+00 105+00 110+00

115+00 120+00

155+00 160+00

165+00 170+00 175+00 180+00

125+00 130+00 135+00 140+00

PI 14

STA: 180+22.72

N: 249213.19

E: 754970.63

PI 13

STA: 167+57.02

N: 250462.21

E: 754786.58

PI 12

STA: 153+01.23

N: 251895.30

E: 754529.22

PI 11

STA: 149+44.81

N: 252208.70

E: 754356.39

PI 10

STA: 142+51.22

N: 252903.47

E: 754369.91

PI 9

STA: 132+07.64

N: 253933.39

E: 754201.28

PI 8

STA: 122+30.35

N: 254897.17

E: 754039.30

PI 7

STA: 104+16.48

N: 256693.08

E: 753785.43

PI 6

STA: 89+29.88

N: 258169.54

E: 753611.04

PI 5

STA: 72+82.74

N: 259810.37

E: 753467.24

PI 4

STA: 52+92.83

N: 261793.71

E: 753305.71

PI 3

STA: 35+74.13

N: 263499.02

E: 753091.58

PI 2

STA: 12+40.53

N: 265781.06

E: 752603.65

PI 1

STA: 0+00.00

N: 267015.23

E: 752478.12

ATLANTIC OCEAN

SURVEY CROSS

SECTION LOCATIONS

(TYP)

10+00

SURVEY AND CONSTR.

DEWEY BEACH

REHOBOTH BEACH

R E

H O

B O

C H

D E

W E

E A

C H

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

P H

I L A

D E

L P

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

D A

N T

E H

D W

K P

G S

P H

I L A

D E

L P

H I A

-I F

R T

J U

S U

R V

S T

R U

O N

T R

O L d w g

S U

R V

S T

R U

C T

I O

A S

E L

I N

O N

T R

O L

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-002

PHILADELPHIA

149+01

174+21

169+23

164+24

159+24

154+24

36+07

143+93

138+91

133+92

128+95

123+92

118+92

113+91

108+91

103+91

98+89

93+89

90+15

84+73

81+76

77+15

72+67

65+25

58+16

49+86

41+28

27+96

20+56

STATION

264983.74 752774.12

BEARING

EASTING

REHOBOTH BEACH

NORTHING

264258.97 752929.12

263468.50 753095.47

262951.29 753160.39

262098.04 753267.51

261270.97 753348.28

260563.17 753405.93

259825.44 753466.01

259379.12 753505.03

258919.15 753545.35

258619.62 753571.59

CROSS SECTION SURVEY CONTROL

258084.86 753621.04

257713.19 753664.94

N 81°08'37" E

N 81°11'58" E

STATION BEARINGEASTINGNORTHING

CROSS SECTION SURVEY CONTROL

257215.44 753723.73

256718.55 753782.42

256223.32 753851.83

255728.19 753921.83

254245.43 754148.83

253752.18 754230.94

252253.86 754357.26

251285.89 754638.75

250300.80 754810.36

249806.95 754883.13

255233.05 753991.81

253258.73 754311.73

252761.32 754367.14

251778.04 754550.42

250793.73 754727.07

254738.56 754065.95

DEWEY BEACH

STATION AZIMUTHEASTING

REHOBOTH BEACH

NORTHING

BD/AD SURVEY LINE CONTROL

27+96 752928.91 264259.99 81.1436

29+00 752950.66 264158.28 81.1436

30+00 752971.57 264060.50 81.1436

31+00 752992.48 263962.71 81.1436

32+00 753013.40 263864.92 81.1436

33+00 753034.31 263767.13 81.1436

34+00 753055.22 263669.34 81.1436

35+00 753076.14 263571.55 81.1436

36+00 753094.85 263473.39 81.1436

37+00 753107.31 263374.17 81.1436

38+00 753119.76 263274.95 81.1436

39+00 753132.22 263175.73 81.1436

40+00 753144.67 263076.51 81.1436

41+00 753157.13 262977.29 81.1436

42+00 753169.58 262878.06 81.1436

43+00 753182.04 262778.84 81.1436

44+00 753194.49 262679.62 81.1436

45+00 753206.95 262580.40 81.1436

46+00 753219.40 262481.18 81.1436

47+00 753231.86 262381.96 81.1436

48+00 753244.31 262282.74 81.1436

49+00 753256.77 262183.51 81.1436

50+00 753269.22 262084.29 81.1436

51+00 753281.68 261985.07 81.1436

52+00 753294.13 261885.85 81.1436

53+00 753306.28 261786.60 81.1436

54+00 753314.40 261686.93 81.1436

55+00 753322.52 261587.26 81.1436

56+00 753330.63 261487.59 81.1436

57+00 753338.75 261387.92 81.1436

58+00 753346.87 261288.25 81.1436

59+00 753354.99 261188.58 81.1436

60+00 753363.11 261088.91 81.1436

61+00 753371.22 260989.24 81.1436

62+00 753379.34 260889.57 81.1436

63+00 753387.46 260789.90 81.1436

64+00 753395.58 260690.23 81.1436

65+00 753403.69 260590.56 81.1436

66+00 753411.81 260490.89 81.1436

67+00 753419.93 260391.22 81.1436

68+00 753428.05 260291.55 81.1436

69+00 753436.17 260191.88 81.1436

70+00 753444.28 260092.21 81.1436

71+00 753452.40 259992.54 81.1436

72+00 753460.52 259892.87 81.1436

73+00 753468.74 259793.21 81.1436

74+00 753477.47 259693.59 81.1436

75+00 753486.20 259593.97 81.1436

76+00 753494.94 259494.35 81.1436

77+15 753504.98 259379.79 81.1436

STATION AZIMUTHEASTING

DEWEY BEACH

NORTHING

BD/AD SURVEY LINE CONTROL

108+91 753851.83 256223.36 81.1436

109+00 753853.09 256214.45 81.1436

110+00 753867.08 256115.44 81.1436

111+00 753881.08 256016.42 81.1436

112+00 753895.07 255917.40 81.1436

113+00 753909.07 255818.39 81.1436

114+00 753923.07 255719.37 81.1436

115+00 753937.06 255620.36 81.1436

116+00 753951.06 255521.34 81.1436

117+00 753965.06 255422.33 81.1436

118+00 753979.05 255323.31, 81.1436

119+00 753993.05 255224.29 81.1436

120+00 754007.04 255125.28 81.1436

121+00 754021.04 255026.26 81.1436

122+00 754035.04 254927.25 81.1436

123+00 754050.83 254828.51 81.1436

124+00 754067.40 254729.89 81.1436

125+00 754083.98 254631.28 81.1436

126+00 754100.55 254532.66 81.1436

127+00 754117.13 254434.04 81.1436

128+00 754133.70 254335.43 81.1436

129+00 754150.27 254236.81 81.1436

130+00 754166.85 254138.19 81.1436

131+00 754183.42 254039.57 81.1436

132+00 754200.00 253940.96 81.1436

133+00 754216.19 253842.28 81.1436

134+00 754232.35 253743.59 81.1436

135+00 754248.50 253644.91 81.1436

136+00 754264.66 253546.22 81.1436

137+00 754280.82 253447.53 81.1436

138+00 754296.98 253348.85 81.1436

139+00 754313.14 253250.16 81.1436

140+00 754329.29 253151.48 81.1436

141+00 754345.45 253052.79 81.1436

142+00 754361.61 252954.10 81.1436

143+00 754368.95 252854.79 81.1436

144+00 754367.01 252754.81 81.1436

145+00 754365.06 252654.82 81.1436

146+00 754363.12 252554.84 81.1436

147+00 754361.17 252454.86 81.1436

148+00 754359.22 252354.88 81.1436

149+00 754357.28 252254.90 81.1436

150+00 754382.41 252161.63 81.1436

151+00 754430.79 252074.11 81.1436

152+00 754479.18 251986.60 81.1436

153+00 754527.57 251899.08 81.1436

154+00 754546.29 251801.03 81.1436

155+00 754563.96 251702.61 81.1436

156+00 754581.62 251604.18 81.1436

157+00 754599.29 251505.75 81.1436

158+00 754616.95 251407.32 81.1436

159+00 754634.61 251308.90 81.1436

160+00 754652.28 251210.47 81.1436

161+00 754669.94 251112.04 81.1436

162+00 754687.60 251013.61 81.1436

163+00 754705.27 250915.18 81.1436

164+00 754722.93 250816.76 81.1436

164+24 754727.17 250793.13 81.1436

PI NO. STATION NORTHING EASTING

0+00.00

12+40.53

35+74.13

267015.23

265781.06

263499.02

752478.12

752603.65

753091.58

SURVEY AND CONSTR. BASELINE CONTROL

REHOBOTH BEACH

52+92.83

72+82.74

89+29.88

261793.71

259810.37

258169.54

753305.71

753467.24

753611.04

7 104+16.58 256693.08 753785.43

PI NO. STATION NORTHING EASTING

122+30.35

132+07.64

142+51.22

254897.17

253933.39

252903.47

754039.30

754201.28

754369.91

SURVEY AND CONSTR. BASELINE CONTROL

DEWEY BEACH

149+44.81

153+01.23

167+57.02

252208.70

251895.30

250462.21

754356.39

754529.22

754786.58

14 180+22.72 249213.19 754970.63

PLAN - SURVEY & CONSTRUCTION BASELINE CONTROL

600'

AutoCAD SHX Text 600'

AutoCAD SHX Text

AutoCAD SHX Text 300'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

NORTH

LAKE

COMEGYS

BAYARD

AVENUE

C H

E S

A P

E A

K E

S T

R E

E T

C A

R O

L I

E E

J E

R S

E E

C U

L L

E E

C H

I C

A G

E E

W E

E E

S T

L O

U I S

S T

R E

E T

H O

U S

E E

C L

A Y

E E

S W

E D

E E

S A

U L S

B U

E E

L E

E E

B E

L L V

E E

BAYARD

AVENUE

D A

G S

W O

R T

E E

M C

K I N

L E

S T

R E

E T

HAYDEN STREET

DOVER STREET

BUENA STREET

R E

A D

S T

R E

E T

R O

D N

E E

D I C

K E

R S

O N

S T

R E

E T

D I C

K E

N S

O N

S T

R E

E T

V A

Y K

T R

E E

C O

L L I N

T R

E E

V A

Y K

T R

E E

C O

L L I N

S T

R E

E T

B E

A C

A V

P A

L M

N U

KING

CHARLES

E E

KING

CHARLES

STREET

KING

CHARLES

STREET

PIER

P R

O S

P E

E E

E A

S T

Q U

E E

T R

E E

S T

L A

W R

E N

E E

R O

D N

E E

N O

R F

E E

S T

O C

K L E

T R

E E

N E

A S

E E

L A

U R

E L

T R

E E

B R

O O

K L Y

V E

D E

L A

W A

N U

W I L M

I N

G T

N U

R E

H O

B O

N U

B A

L T

I M

O R

V E

N U

M A

R Y

L A

N U

O L I V

V E

N U

O C

E A

LAKEVIEW ST.

V I R

G I N

1ST STREET

B R

L L O

H I C

K M

E E

L A

BAYARD

AVENUE

ATLANTIC OCEAN

SEE SHEET C-102

SEE SHEET C-103

SEE SHEET C-104 SEE SHEET C-105

LIMIT OF WORK

S T

LIMIT OF WORK

S T

CONTRACTOR STORAGE

AND STAGING AREA

CONTRACTOR ACCESS

CONTRACTOR STORAGE

AND STAGING AREA

SURVEY AND

CONSTRUCTION

BASELINE (TYP)

F M

LAKE

COMEGYS

BAYARD AVENUE

C H

E S

A P

E A

K E

S T

R E

E T

C A

R O

L I

E E

J E

R S

E E

C U

L L

E E

C H

I C

E E

W E

E E

S T

O U

I S

S T

R E

E T

H O

U S

E E

C L

A Y

E E

S W

E D

E E

S A

U L

S B

E E

E A

E E

B E

L L

E E

BAYARD

AVENUE

D A

G S

W O

R T

E E

M C

K I N

L E

S T

R E

E T

HAYDEN STREET

DOVER STREET

BUENA STREET

R E

A D

S T

R E

E T

R O

D N

E E

D I C

K E

R S

O N

S T

R E

E T

D I C

K E

N S

O N

S T

R E

E T

T R

E E

C O

L L I N

T R

E E

V A

Y K

T R

E E

C O

L L

I N

S T

R E

E T

B E

A C

A V

P A

L M

N U

KING

CHARLES

STREET

KING

CHARLES

STREET

KING

CHARLES STREET

PIER

P R

O S

P E

E E

EAST

Q U

E E

T R

E E

S T

L A

W R

E N

E E

R O

D N

E E

N O

R F

E E

S T

O C

K L E

T R

E E

N E

A S

E E

L A

U R

E L

T R

E E

B R

O O

K L Y

V E

D E

L A

W A

N U

W I L M

I N

G T

N U

R E

H O

B O

N U

B A

L T

I M

O R

V E

N U

M A

R Y

L A

N U

O L I V

V E

N U

O C

E A

LAKEVIEW ST.

V I R

G I N

1ST STREET

B R

L L O

H I C

K M

E E

SILVER LAKE DRIVE

BAYARD

AVENUE

E 752000

E 753000

E 755000

E 754000

REHOBOTH BEACH

DEWEY BEACH

REHOBOTH BAY

SILVER LAKE

DELAWARE SEASHORE STATE PARK

ATLANTIC OCEAN

F M

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

P H

I L A

D E

L P

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

D A

N T

E H

D W

K P

G S

P H

I L A

D E

L P

H I A

-I F

R T

J U

G E

N E

R A

L A

C H d w g

L O

C A

T I O

O R

R O

R E

G E

N E

R A

L A

E H

O B

O T

C H

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-101

PHILADELPHIA

GENERAL PLAN - REHOBOTH BEACH AND DEWEY BEACH

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

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

3. SEE SHEET C-401 FOR PLAN - BORROW AREA B.

NOTES:

LOCATION MAP - BORROW AREA

AutoCAD SHX Text

SOUTHERN PORTION OF BORROW AREA B (NOT AVAILABLE IN THIS CONTRACT)

AutoCAD SHX Text

BORROW AREA B (AVAILABLE IN THIS CONTRACT)

AutoCAD SHX Text

LOCATION OF WORK

AutoCAD SHX Text

LOCATION OF WORK

AutoCAD SHX Text 500'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text 250'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 2000'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text 1000'

AutoCAD SHX Text

NORTH

O C

E A

LAKEVIEW ST.

ATLANTIC OCEAN

EXIST. VEHICLE CROSSOVER TO BE REPAIRED

SEE DETAIL 2/C-501

CONTRACTOR

ACCESS

SURVEY & CONSTR.

CONTRACTOR STAGING

AND STORAGE AREA

CONTRACTOR ACCESS

REHOBOTH BEACH

EXIST. PEDESTRIAN

CROSSOVER (TYP)

STA. 36+04

33 LT.

STA. 36+87

2.45 RT.

SEAWARD TOE OF SLOPE

SEAWARD EDGE OF BERM

STA. 38+99

18.18 RT.

STA. 41+26

13.29 LT.

PI: 12+40.54

N: 265781.06

E: 752603.65

PI: 35+73.41

N: 263499.77

E: 753091.52

LIMIT OF WORK

STA. 20+69

STA. 41+20

214.9' LT

STA. 35+97

262.9' LT

STA. 28+13

288.5' LT

STA. 20+69

240.8' LT

N: 264432.47

E: 752666.25

N: 264395.27

E: 752578.16

N: 264824.31

E: 752415.12

N: 264911.37

E: 752426.76

N: 264927.88

E: 752363.33

N: 264977.44

E: 752389.76

N: 264940.70

E: 752451.94

N: 264918.08

E: 752441.18

N: 265080.72

E: 752470.26

N: 264921.80

E: 752513.56

N: 265086.42

E: 752486.32

N: 265208.21

E: 752555.08

N: 265284.19

E: 752616.56

N: 265320.62

E: 752678.03

11+00

12+00 13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

30+00

31+00

32+00

33+00

34+00

35+00

36+00

37+00

38+00

39+00

40+00

41+00

42+00

43+00

44+00

45+00

N: 265329.99

E: 752729.08

N: 265350.81

E: 752724.91

N: 265331.03

E: 752665.52

N: 265299.81

E: 752615.51

N: 265206.13

E: 752543.62

CONSTRUCT

SAND FENCE

REPAIR DUNE AND

DUNE GRASS

EXISTING 15" HDPE PIPE TO BE EXTENDED BY

OTHERS AND COVERED BY BEACHFILL MATERIAL

TIE IN TO EXISTING BERM

AT +7.2

F M

24" HDPE FORCE MAIN

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

P H

I L A

D E

L P

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

D A

N T

E H

D W

K P

G S

P H

I L A

D E

L P

H I A

-I F

R T

J U

P L

T A

T A d w g

P L

T A

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-103

PHILADELPHIA

PLAN - STA. 10+50 TO STA. 45+45

1. LOCATION AND TEMPLATE OF BEACHFILL AT REHOBOTH BEACH & DEWEY BEACH MAY BE REVISED

BY THE CONTRACTING OFFICER AFTER THE PRE-PLACEMENT CONDITION SURVEYS ARE RECEIVED FROM

THE CONTRACTOR.

2. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

3. FOR SURVEY AND CONSTRUCTION BASELINE CONTROL, SEE SHEET C-002.

4. FOR CROSSOVER DETAILS, FENCE AND GRASS DETAILS, SEE SHEET C-501.

NOTES:

M A

T C

H L I N

E M

A T

C H

L I N

R E

100'

AutoCAD SHX Text 100'

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

NORTH

O C

K L E

T R

E E

N E

A S

E E

L A

U R

E L

T R

E E

B R

O O

K L Y

V E

D E

L A

W A

N U

W I L M

I N

G T

N U

R E

H O

B O

N U

B A

L T

I M

O R

V E

N U

M A

R Y

L A

N U

O L I V

V E

N U

V I R

G I N

1ST STREET

H I C

K M

E E

ATLANTIC OCEAN

LIMIT OF WORK

STA. 58+05

SURVEY &

CONSTR.

REHOBOTH BEACH

REPLACE HANDRAIL

(SEE DETAIL 6/C-501)

EXIST. PEDESTRIAN

CROSSOVER (TYP)

STA. 49+87

2.47 RT.

STA. 52+28

25.36 LT.

PI: 52+92.23

N: 261794.33

E: 753305.61

PI: 72+81.53

N: 259811.60

E: 753467.10

STA. 58+05

168.6' LT

STA. 49+80

210.9' LT

46+00

47+00

48+00

49+00

50+00

51+00

52+00

56+

57+

58+

59+

60+

61+00

65+

66+

67+

68+00

71+

72+

73+00

74+00

75+00

76+00

77+00

78+00

79+00

80+00

TIE IN TO EXISTING

BERM AT +7.2

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

P H

I L A

D E

L P

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

D A

N T

E H

D W

K P

G S

P H

I L A

D E

L P

H I A

-I F

R T

J U

P L

T A

T A d w g

P L

T A

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-104

PHILADELPHIA

PLAN - STA. 45+45 TO STA. 80+53

NOTES:

M A

T C

H L I N

E M

A T

C H

L I N

R E

1. LOCATION AND TEMPLATE OF BEACHFILL AT REHOBOTH BEACH & DEWEY BEACH MAY BE REVISED

BY THE CONTRACTING OFFICER AFTER THE PRE-PLACEMENT CONDITION SURVEYS ARE RECEIVED FROM

THE CONTRACTOR.

2. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

3. FOR SURVEY AND CONSTRUCTION BASELINE CONTROL, SEE SHEET C-002.

4. FOR CROSSOVER DETAILS, FENCE AND GRASS DETAILS, SEE SHEET C-501.

AutoCAD SHX Text 100'

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

NORTH

LAKE

COMEGYS

C H

E S

A P

E A

K E

S T

R E

E T

C A

R O

L I

E E

J E

R S

E E

C U

L L

E E

C H

I C

E E

W E

E E

S T

L O

U I S

H O

U S

E E

C L A

Y T

E E

S W

E D

E E

S A

U L S

B U

E E

L E

E E

KING

CHARLES

KING

CHARLES

STREET

PIER

x x x x x

CONTRACTOR

ACCESS

EXIST. VEHICULAR

CROSSOVER (TYP)

SURVEY AND CONSTR. EXIST. PEDESTRIAN

CROSSOVER (TYP)

LIMIT OF WORK

STA. 128+94

ATLANTIC OCEAN

DEWEY BEACH

TIE IN TO EXISTING BERM

AT +7.2

PI: 104+18.27

N: 256691.43

E: 753785.66

PI: 122+32.36

N: 254895.21

E: 754039.63

PI: 132+06.62

N: 253934.42

E: 754201.11

STA. 133+94

298.0' LT

STA. 128+94

241.8' LT

N: 255078.60

E: 754109.31

N: 255067.23

E: 754090.26

N: 255129.90

E: 754052.92

N: 255156.69

E: 754024.35

N: 255138.02

E: 753912.03

N: 255162.76

E: 753907.65

N: 255184.62

E: 754046.03

104+00 105+00 106+00

107+00 108+00 109+00

110+00 111+00 112+00

113+00 114+00

115+00 116+00

117+00 118+00

119+00 120+00

121+00 122+00 123+00

124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

P H

I L A

D E

L P

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

D A

N T

E H

D W

K P

G S

P H

I L A

D E

L P

H I A

-I F

R T

J U

P L

T A

T A d w g

P L

T A

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-105

PHILADELPHIA

PLAN - STA. 103+66 TO STA. 138+67

M A

T C

H L I N

E M

A T

C H

L I N

R E

NOTES:

1. LOCATION AND TEMPLATE OF BEACHFILL AT REHOBOTH BEACH & DEWEY BEACH MAY BE REVISED

BY THE CONTRACTING OFFICER AFTER THE PRE-PLACEMENT CONDITION SURVEYS ARE RECEIVED FROM

THE CONTRACTOR.

2. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

3. FOR SURVEY AND CONSTRUCTION BASELINE CONTROL, SEE SHEET C-002.

AutoCAD SHX Text 100'

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

NORTH

L L V

E E

D A

G S

W O

R T

E E

M C

K I N

L E

S T

R E

E T

R E

A D

S T

R E

E T

R O

D N

E E

D I C

K E

N S

O N

S T

R E

E T

V A

Y K

T R

E E

C O

L L I N

T R

E E

B E

A C

A V

P A

L M

N U

E E

E x x x x x x x x x x

LIMIT OF WORK

STA. 169+23

ATLANTIC OCEAN

CONTRACTOR STAGING

AND STORAGE AREA

(140'x70')

SURVEY AND CONSTR.

EXIST. PEDESTRIAN

CROSSOVER (TYP)

DEWEY BEACH

SEAWARD TOE OF SLOPE

SEAWARD EDGE OF BERM

BERM EL. +7.2

PI: 142+50.68

N: 252904.09

E: 754369.82

PI: 149+45.58

N: 252209.32

E: 754356.29

PI: 153+02.82

N: 251896.69

E: 754529.16

PI: 167+62.71

N: 250459.74

E: 754786.94

STA. 164+30

289.9' LT

STA. 159+30

297.9' LT

STA. 154+31

313.9' LT

STA. 148+24

435.4' LT

STA. 143+32

351.7' LT

STA. 169+23

90.5' LT

STA. 138+94

315.0' LT

N: 252921.55

E: 754205.75

N: 252910.59

E: 754136.55

N: 253060.97

E: 754183.67

N: 253050.01

E: 754114.47

139+00 140+00 141+00 142+00

154+00 155+00

156+00 157+00

158+00 159+00

160+00 161+00

162+00 163+00

164+00 165+00

166+00 167+00 168+00 169+00

170+00 171+00 172+00 173+00 174+00

TIE IN TO EXISTING BERM

AT +7.2

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

P H

I L A

D E

L P

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

D A

N T

E H

D W

K P

G S

P H

I L A

D E

L P

H I A

-I F

R T

J U

P L

T A

T A d w g

P L

T A

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-106

PHILADELPHIA

PLAN - STA. 138+67 TO STA. 173+99

NOTES:

M A

T C

H L I N

E M

A T

C H

L I N

R E

1. LOCATION AND TEMPLATE OF BEACHFILL AT REHOBOTH BEACH & DEWEY BEACH MAY BE REVISED

BY THE CONTRACTING OFFICER AFTER THE PRE-PLACEMENT CONDITION SURVEYS ARE RECEIVED FROM

THE CONTRACTOR.

2. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

3. FOR SURVEY AND CONSTRUCTION BASELINE CONTROL, SEE SHEET C-002.

AutoCAD SHX Text 100'

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

NORTH

E L

E V

A T

I O

E E

A V

MLW EL. -2.4

EL. +7.2

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

EXISTING GROUND

SEAWARD TOE OF

SLOPE (TYP)

CONSTRUCTION TEMPLATE

SEAWARD EDGE OF BERM

SURVEY & CONSTR.

BEACHFILL

TOP OF BERM

SAND FENCE

(SEE NOTE 3)

SEAWARD TOE OF

EXISTING DUNE

BERM WIDTH VARIES

(SEE PLAN)

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

MLW EL. -2.4

EL. +7.2

MHW EL. +1.5

EXISTING GROUND

SEAWARD TOE OF

SLOPE (TYP)

CONSTRUCTION TEMPLATE

SEAWARD EDGE OF BERM

SURVEY & CONSTR.

BEACHFILL

TOP OF BERM

EXISTING DUNE

SAND FENCE

(SEE NOTE 3)

SEAWARD TOE

OF DUNE

BERM WIDTH VARIES

(SEE PLAN)

E L E

V A

T I O

E E

A V

DISTANCE FROM SURVEY (FEET)

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

EL. +7.2

EXISTING GROUND

MLW EL. -2.4

CONSTRUCTION TEMPLATE

SEAWARD EDGE OF BERM

SEAWARD TOE OF

SLOPE (TYP)

SURVEY & CONSTR.

SAND FENCE

(SEE NOTE 3)

TOP OF BERM

BEACHFILL

SEAWARD TOE OF

DUNE

BERM WIDTH VARIES

(SEE PLAN)

LANDWARD CREST OF DUNE

EXTENT OF DUNE

REPAIR AND CONTRACTOR

WORK LIMIT

5H:1V (TYP)

DUNE PLANTING (TYP)

MHW EL. +1.5

EL. +13.2 (DUNE CREST)

25'

E L

E V

A T

I O

E E

A V

DISTANCE FROM SURVEY (FEET)

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

P H

I L A

D E

L P

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

-D A

N T

E H

D W

K P

G S

P H

I L A

D E

L P

H I A

-I F

R T

J U

T Y

P I C

T I O

E A

C H

F I L

L d w g

T Y

P I C

T I O

E A

C H

F I L

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-301

PHILADELPHIA

NTS

TYP SECTION - STA. 20+69 TO STA. 34+00 & STA. 37+00 TO STA. 58+05 (REHOBOTH)

NTS

TYP SECTION - STA. 128+94 TO STA. 169+23 (DEWEY)

NTS

TYP SECTION - BEACHFILL STA. 34+00 TO STA. 37+00 (REHOBOTH)

SCALE IN FEET

V: 10 0 10 20

0 100 200

H: 100

SCALE IN FEET

V: 10 0 10 20

0 100 200

H: 100

SCALE IN FEET

V: 10 0 10 20

0 100 200

H: 100

NOTES:

1. BERM WIDTH MAY BE REVISED AFTER PRE-PLACEMENT SURVEYS ARE RECEIVED AND ANALYZED.

2. DUNE REPAIR IS REQUIRED BETWEEN STA. 34+00 AND 37+00 (REHOBOTH BEACH).

3. THE LOCATION OF THE SAND FENCE MAY VARY FROM THAT SHOWN.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

(FEET)

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

STA. 20+56

STA. 27+96

STA. 36+07

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

STA. 41+28

STA. 49+86

STA. 58+16

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

-D A

N T

E H

D W

K A

D D

P H

I L A

D E

L P

H I A

-I F

R T

J U

C R

O S

E C

T I O

T A

T A d w g

C R

O S

E C

T I O

T A

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-302

PHILADELPHIA

NTS

CROSS SECTIONS - STA. 20+56 TO STA. 58+16

SCALE IN FEET

V: 10 0 10 20

0 100 200

H: 100

NOTES:

1. BERM WIDTH MAY BE REVISED AFTER PRE-PLACEMENT SURVEYS ARE RECEIVED AND ANALYZED.

2. DUNE REPAIR IS REQUIRED BETWEEN STA. 31+00 AND 37+00 (REHOBOTH BEACH).

3. FOR TYPICAL SECTIONS SEE SHEET C-301

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

SURVEY & CONSTR.

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

STA. 65+25

STA. 72+67

STA. 77+15

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

STA. 81+76

STA. 84+73

STA. 90+15

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

P H

I L A

D E

L P

H I A

-I F

R T

J U

C R

O S

E C

T I O

T A

T A d w g

C R

O S

E C

T I O

T A

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-303

PHILADELPHIA

SCALE IN FEET

V: 10 0 10 20

0 100 200

H: 100

NOTES:

1. NO CONSTRUCTION REQUIRED THIS SHEET. SECTIONS INCLUDED FOR MONITORING ONLY.

2. FOR TYPICAL SECTIONS SEE SHEET C-301

NTS

CROSS SECTIONS - STA. 65+25 TO STA. 90+15

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

STA. 93+89

STA. 98+89

STA. 103+91

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

STA. 108+91

STA. 113+91

STA. 118+92

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

P H

I L A

D E

L P

H I A

-I F

R T

J U

C R

O S

E C

T I O

T A

T A d w g

C R

O S

E C

T I O

T A

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-304

PHILADELPHIA

SCALE IN FEET

V: 10 0 10 20

0 100 200

H: 100

NTS

CROSS SECTIONS - STA. 93+89 TO STA. 118+92

NOTES:

1. NO CONSTRUCTION REQUIRED THIS SHEET. SECTIONS INCLUDED FOR MONITORING ONLY.

2. FOR TYPICAL SECTIONS SEE SHEET C-301

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

STA. 154+24

STA. 159+24

STA.164+24

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

STA. 169+23

STA. 174+21

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

-D A

N T

E H

D W

K A

D D

P H

I L A

D E

L P

H I A

-I F

R T

J U

C R

O S

E C

T I O

T A

T A d w g

C R

O S

E C

T I O

T A

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-305

PHILADELPHIA

NTS

CROSS SECTIONS - STA. 154+24 TO STA. 174+21

SCALE IN FEET

V: 10 0 10 20

0 100 200

H: 100

NOTES:

1. BERM WIDTH MAY BE REVISED AFTER PRE-PLACEMENT SURVEYS ARE RECEIVED AND ANALYZED.

2. FOR TYPICAL SECTIONS SEE SHEET C-301

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

STA. 154+24

STA. 159+24

STA.164+24

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

E L E

V A

T I O

E E

A V

MLW EL. -2.4

MHW EL. +1.5

DISTANCE FROM SURVEY (FEET)

SURVEY & CONSTR.

100 200 300

-10

-20

-30

-40

-10

-20

-30

-40

1002003004005006007008009001000

STA. 169+23

STA. 174+21

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

P H

I L A

D E

L P

H I A

-I F

R T

J U

C R

O S

E C

T I O

T A

T A d w g

C R

O S

E C

T I O

T A

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-306

PHILADELPHIA

SCALE IN FEET

V: 10 0 10 20

0 100 200

H: 100

NOTES:

1. BERM WIDTH MAY BE REVISED AFTER PRE-PLACEMENT SURVEYS ARE RECEIVED AND ANALYZED.

2. FOR TYPICAL SECTIONS SEE SHEET C-301

NTS

CROSS SECTIONS - STA. 154+24 TO STA. 174+21

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

SURVEY & CONSTR.

AutoCAD SHX Text

(FEET)

N: 238331.98

E: 774415.41

N: 235740.53

E: 767076.24

N: 245200.88

E: 765702.11

N: 246137.55

E: 768294.23

N: 245637.99

E: 769668.38

N: 241454.20

E: 770043.14

N: 239331.09

E: 769699.61

N: 238331.98

E: 770823.91

LEGEND:

BORROW AREA BOUNDARY

-44

-50

MINOR CONTOUR

MAJOR CONTOUR

VIBRACORES

N: 240464.03

E: 769257.50

DIM: 1.1'HX6.5'L

N: 243112.05

E: 768987.94

DIM: 1.3'HX4.2'L

N: 243834.52

E: 767277.25

DIM: 1.8'HX4.7'LX1.7'W

N: 241795.59

E: 767381.69

DIM: 1.7'HX4.8'LX2.0'W

N: 242311.38

E: 767331.06

DIM: 1.9'HX2.9'LX2.0'W

S10

N: 237790.42

E: 767402.94

DIM: 1.5'HX5.6'LX1.4'W

BVC-1

XXX-XXX

KHV-178

KHV-174

BVC-4

KHV-175

KHV-172

KHV-169

KHV-171

KHV-170

KHV-173

BVC-3

KHV-33

KHV-38

KHV-95

KHV-141

KHV-142

KHV-187

KHV-188

KHV-189

KHV-190

KHV-191

BVC-2

KHV-93

SOUTHERN PORTION OF

BORROW AREA B

(NOT AVAILABLE FOR

THIS CONTRACT)

NORTH/SOUTH BORROW

AREA B BOUNDARY

BORROW AREA B

(AVAILABLE FOR THIS CONTRACT)

NON SENSITIVE SONAR CONTACTS

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

P H

I L A

D E

L P

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

D A

N T

E H

D W

K P

G S

P H

I L A

D E

L P

H I A

-I F

R T

J U

P L

O R

R O

R E

B d w g

P L

O R

R O

R E

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-401

PHILADELPHIA

PLAN - BORROW AREA B

1. HORIZONTAL REFERENCE - NAD 83, DELAWARE STATE PLANE, ZONE 0700, U.S.FOOT.

VERTICAL REFERENCE - NAVD 88.

NOAA TIDAL EPOCH - 1983 - 2001

2. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF APRIL 2019 SURVEYS AND

CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

3. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY AND SHOULD

NOT BE USED FOR NAVIGATION.

4. ELEVATION CONTOURS ARE EXPRESSED AT 2' INTERVALS.

5. THE MAXIMUM ALLOWABLE DEPTH FOR DREDGING SHALL NOT EXCEED -55 FEET NAVD 88.

6. LOGS FOR THE VIBRACORES AND GRAINSIZE DISTRIBUTION CURVES FOR SAMPLES CAN BE FOUND IN

THE CONTRACT SPECIFICATIONS.

7. BORROW AREA B MAY CONTAIN POSSIBLE HAZARDS TO DREDGING DUE TO NON-SENSITIVE SONAR

TARGETS. SONAR CONTACT INFORMATION IS INCLUDED IN APPENDIX G44.

NOTES:

AutoCAD SHX Text 600'

AutoCAD SHX Text

AutoCAD SHX Text 300'

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

NORTH

48'

15'

CREST ELEV +13.2

SEAWARD

TOE OF DUNE

ELEV +7.2

SAND FENCE

(TYP)

EXISTING

VEHICULAR

CROSSOVER

SIDEWALK

W/CURB

SAND FENCE

(TYP)

℄ EXISTING CROSSOVER

BERM EL. +7.2

℄ CROSSOVER

2C -302

℄ DUNE

REPAIR SEAWARD FACE OF EXISTING

VEHICLE CROSSOVER AS REQUIRED

(SEE NOTE 1)

15'

℄ VEHICULAR

CROSSOVER

6" 6"

DUNE

SAND FENCE

(TYP. BOTH SIDES)

3" SAND MIX

SURFACE COURSE

9" INFIELD MIX

MATERIAL

BASE COURSE

2" X 2" WOOD POLYMER

(RADIUSED EDGES

ON ALL CORNERS)

"Ø BY 3" LONG SCHEDULE

40 PVC SLEEVE SEPARATOR

(WHITE)

"Ø X 9" LONG STAINLESS

STEEL NUBBED CARRIAGE

BOLT W/ FLAT WASHER

AND HEX LOCK NUT

EXISTING

4" x 4" TREATED

WOOD POST

GRAB RAIL (ROUND ALUMINUM,

REINFORCED VINYL, PVC TUBING,

OR APPROVED EQUAL. RAIL

DIAMETER - 1

" MIN TO 2" MAX

STAMPED STAINLESS STEEL

GRAB RAIL MOUNTING

BRACKET (t =

" MIN)

"Ø x 5" STAINLESS STEEL

HEX HEAD BOLT W/ FLAT

WASHERS (2 EACH)

AND HEX NUT

" MIN

M I N

I N

I A

B A

S E

A B

O V

R A

D E

I N

A X

FINAL GRADE

3"Ø MIN.

ATTACH FENCE TO POST AS

DESCRIBED IN SPECIFICATIONS

"x1

" SLATS

FIVE ROWS 14 GAUGE GALV.

WIRE STRANDS EQUALLY

WOOD SLATS 4' LENGTH

I N

8' MIN. LONG CEDAR POSTS

POST SPACING 8' ON CENTER

MINIMUM 2 CULMS OR STEMS EACH

AMERICAN BEACH GRASS

DUNE

Y P

18" (TYP)

STAGGER

FINISH GRADE

P L A

I G

H T

I N

8' C-C (TYP)

WOOD POST

SAND FENCE

8' C-C (TYP)

SEAWARD TOE

OF DUNE

SAND FENCE

WOOD POST

(TYP)

DUNE

BERM

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

U M

B E

F I

M A

R K

D W

I Z

C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

P H

I L A

D E

L P

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

N T

D A

N T

E H

D W

K P

G S

P H

I L A

D E

L P

H I A

-I F

R T

J U

D E

T A

I L

R O

S S

O V

E R d w g

D E

T A

I L

R O

S S

O V

E R

B E

A C

O U

R I S

H M

E N

S U

S S

N T

E L

A W

A R

R E

H O

B O

C H

C-501

PHILADELPHIA

NTS

PLAN - TYP VEHICLE CROSSOVER

NTS

DETAIL - VEHICLE CROSSOVER REPAIR

NTS

DETAIL - EXISTING ADA HANDRAILDETAIL - EXISTING ADA HANDRAIL

NTS

DETAIL - REMOVE AND REPLACE ADA HANDRAILDETAIL - REMOVE AND REPLACE ADA HANDRAIL

NTS

DETAIL - TYP SAND FENCE AND POST

NTS

PLAN - DUNE GRASS PLANT LAYOUT

NTS

DETAIL - DUNE GRASS PLANTING

NTS

DETAIL - TYP SAND FENCE LAYOUT

NOTES:

1. EXTENT AND LAYOUT OF VEHICLE CROSSOVER REPAIR MAY BE REVISED AFTER PRE-PLACEMENT

SURVEYS ARE RECEIVED AND ANALYZED.

NTS

DETAIL - TYP SAND FENCE LAYOUT - FENCE AT SEAWARD TOE OF DUNE

AutoCAD SHX Text

Sheets and Views

G-001 COVER SHEET

C-001 GENERAL INFORMATION SHEET

C-002 SURVEY AND CONSTRUCTION BASELINE CONTROL

PLAN - SURVEY & CONSTRUCTION BASELINE CONTROL

C-101 GENERAL PLAN - REHOBOTH AND DEWEY BEACH

GENERAL PLAN - REHOBOTH BEACH AND DEWEY BEACH

LOCATION MAP - BORROW AREAS

C-103 PLAN - STA. 10+50 TO STA. 45+45

PLAN - STA. 10+50 TO STA. 45+45

C-104 PLAN - STA. 45+45 TO STA. 80+53

PLAN - STA. 45+45 TO STA. 80+53

C-105 PLAN - STA. 103+66 TO STA. 138+67

PLAN - STA. 103+66 TO STA. 138+67

C-106 PLAN - STA. 138+67 TO STA. 173+99

PLAN - STA. 138+67 TO STA. 173+99

C-301 TYPICAL SECTIONS - BEACHFILL

C-301

C-301-DUNE REPAIR - STA 159+24

C-301 - DUNE REPAIR STA 31+00 TO 39+00

C-302 CROSS SECTIONS - STA. 20+56 TO STA. 58+16

CROSS SECTIONS - STA. 20+56 TO STA. 58+16

C-303 CROSS SECTIONS - STA. 65+25 TO STA. 90+15

CROSS SECTIONS - STA. 65+25 TO STA. 90+15

C-304 CROSS SECTIONS - STA. 93+89 TO STA. 118+92

CROSS SECTIONS - STA. 93+89 TO STA. 118+92

C-305 CROSS SECTION - STA. 123+92 TO STA. 149+01

CROSS SECTIONS - STA. 154+24 TO STA. 174+21

C-306 CROSS SECTIONS - STA. 154+24 TO STA. 174+21

CROSS SECTIONS - STA. 154+24 TO STA. 174+21

C-401 PLAN - BORROW AREA B

Borrow Area B

C-501 DETAILS - CROSSOVER

PLAN - TYPICAL VEHCULAR CROSSOVER REPAIR

TYPICAL SECTION - VEHICLE CROSSOVER REPAIR

DETAIL - EXISTING ADA HANDRAIL

DETAIL - REMOVE AND REPLACE HANDRAIL

DETAIL - TYPICAL SAND FENCE AND POST

PLAN - DUNE GRASS PLANT LAYOUT

DETAIL - BEACHGRASS PLANTING

DETAIL - TYPICAL SAND FENCE LAYOUT

DETAIL - TYP SAND FENCE LAYOUT - FENCE AT SEAWARD TOE OF DUNE

	2019-07-19T12:02:30-0400
SCHWAIGER.ANDREW.J.1386616422

	2019-07-19T13:16:20-0400
CLAPP.CHRISTINE.D.1228846372

File details come from the government source that posted it.