W912BU23B0009-Dwgs.pdf
PDF 3 MB Posted
- Attached to
- W912BU23B0009-Roosevelt-Lewes Beach Nourishment
- Solicitation number
- W912BU23B0009
About this file
This package of engineering drawings and specifications is for a beach nourishment project along Roosevelt Inlet and Lewes Beach in Delaware Bay. The U.S. Army Corps of Engineers Engineering District Philadelphia is soliciting bids under solicitation number W912BU23B0009 to place approximately 625,000 cubic yards of sand along 15,000 linear feet of beachfront. The drawings depict the survey baseline, borrow area coordinates, beachfill template and sections, construction access points, and other details. Bids are due by June 15, 2023, and the contract is scheduled for award in July. The period of performance is from August 2023 through November 2023. The specifications include geotechnical data and material gradations for the sand source.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
G-001
RO
OS
EV
EL
T
IN
LE
T
- L
EW
ES
B
EA
CH
DE
LA
W
AR
E
BE
AC
H
NO
UR
IS
HM
EN
T
DE
LA
W
AR
E
BA
Y
CO
AS
TL
IN
E
CO
VE
R
SH
EE
T
FN
RT
A
JU
N
W
2B U2
3B
PH
IL
AD
EL
PH
IA
PHILADELPHIA
DELAWARE BAY COASTLINE
BEACH NOURISHMENT
DELAWARE
ROOSEVELT INLET - LEWES BEACH
RTA 15 JUN 2023
W912BU23B0009
SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
CHIEF, DESIGN BRANCH
BARBARA F. MOFFATT P.E
THIS PROJECT WAS DESIGNED BY THE
PHILADELPHIA DISTRICT OF THE U.S.
ARMY CORPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152. ANDREW J. SCHWAIGER, P.E.
VICINITY MAP
N
LOCATION MAP
N
NTS NTS
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
PHILADELPHIA
G-002
RO
OS
EV
EL
T
IN
LE
T
- L
EW
ES
B
EA
CH
DE
LA
W
AR
E
BE
AC
H
NO
UR
IS
HM
EN
T
DE
LA
W
AR
E
BA
Y
CO
AS
TL
IN
E
DR
AW
IN
G
IN
DE
X
SH
EE
T
G-
2 D
RA
W
IN
G
IN
DE
X
SH
EE
T.
dw g
RT
A
JU
N
W
2B U2
3B
PH
IL
AD
EL
PH
IA
JH
M
JH
M
GM
G
DA
N
AS
S
HO
W
N
DRAWING INDEX
SHEET
NUMBER DESCRIPTION
GENERAL
G-001 COVER SHEET
G-002 DRAWING INDEX SHEET
CIVIL
C-001 GENERAL INFORMATION SHEET
C-002 SURVEY PLAN
C-101 GENERAL PLAN - BEACHFILL
C-102 BEACHFILL PLAN
C-301 BEACHFILL TYPICAL SECTION
C-302 BEACHFILL CROSS SECTIONS
STA 1+00 TO STA 8+00
C-303 BEACHFILL CROSS SECTIONS
STA 9+00 TO STA 15+00
C-401 BORROW AREA
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
CONTRACTOR ACCESS
SURVEY BASELINE
BEACH PATROL DUNE CROSSOVER
BP
STATION
OFFSET
OFFSET
STATION
STONE GROIN
EXISTING
PEDESTRIAN DUNE CROSSOVER
40+00
VIBRACORE BORING DESIGNATION
FILL SLOPE AND BERM LINE
TIMBER GROIN
VEGETATION
LIMIT OF DISTURBANCELOD
CROSS-SECTION LEGEND
OFFSET = -XXX.XX
PROFILE GRADE ELEVATION
ELEV = XX.XX
CONTRACTOR WORK LIMIT
SAND FENCE, STRAIGHT
SAND FENCE, ZIG ZAG
FENCE LINE, METAL POST
CHAIN LINK FENCE
HANDRAIL
STEEL SHEET PILE
MEAN TIDE LINE
MEAN LOW WATER LINE
MEAN HIGH WATER LINE
LWL LANDWARD WORK LIMIT
CONTRACTOR STAGING/
STORAGE AREA
CONTRACTOR WORK LIMIT POINT
REFERENCE NUMBER/POINT LOCATIONXXX
20' CONTOUR LINE
CONTRACTOR WORK LIMIT
(ALTERNATE LINE TYPE)CWL
TIDAL REFERENCE (LEWES BEACH)
MLW
NAVD 88
-2 .81
+1 .2
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 DELAWARE STATE PLANE COORDINATE SYSTEM (NAD 1983).
3. THE CONTRACTOR WORK LIMIT SHALL BE AS SHOWN ON SHEETS C-101 AND C-102.
4. THE CONTRACTOR SHALL STAGE AND ACCESS THE SITE FROM THE LOCATIONS SHOWN ON SHEETS C-101 AND C-102.
5. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN SEPTEMBER 2022, AND CAN ONLY BE CONSIDERED
REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.
6. THE KTR SHALL NOTIFY MISS UTILITY OF DELMARVA AT 811 OR 800-282-8555(DELAWARE) PRIOR TO ANY CONSTRUCTION.
7. FILL TEMPLATE WILL BE ADJUSTED AFTER CONTRACT AWARD ONCE PRE-PLACEMENT SURVEYS ARE RECEIVED AND ANALYZED.
8. THE CROSS SECTIONS ARE PLOTTED LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.
9. CONTRACTOR SHALL INSTALL A POST AND ROPE FENCE ALONG THE TOE OF THE ACCRETED DUNE WHERE IT MEETS THE BEACHFILL TEMPLATE. SPECIFICATIONS OF THE POST AND ROPE FENCE WILL BE COORDINATED WITH THE COR AND DNREC REPRESENTATIVE. THE CONTRACTOR SHALL ALSO REMOVE AND SAND FENCE WHERE THE POST AND ROPE FENCE WILL BE INSTALLED.
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
FENCE LINE, WOOD POST
SCALE=NTS
SEAWARD EDGE OF BERM
STATION OFFSET
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
X
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)
OFFSET DISTANCE FROM SURVEY AND
CONSTRUCTION BASELINE TO ℄ OF
TRACK DRAINAGE DITCH
INVERT ELEVATION OF TRACK
DRAINAGE DITCH
DIRECTION OF MAGNETIC
NORTH NNORTH
PLAN
MAGNETIC
NORTH
PLAN
NORTH
NORTH SYMBOLS
ABBREVIATIONS
ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION
AD AREA DRAIN FDN FOUNDATION PSI POUNDS PER SQUARE INCH
ADDL ADDITIONAL FF FINISHED FLOOR PVI POINT OF VERTICAL INFLECTION
AFF ABOVE FINISHED FLOOR FIN FINISH RAD RADIUS
BD BOARD FL FLOOR REINF REINFORCEMENT
BIT BITUMINOUS FM FORCE MAIN REM REMOVABLE
BL or BASE LINE FT FOOT, FEET ROW RIGHT OF WAY
BLDG BUILDING FTG FOOTING S SOUTH
BM BEAM G GROUND SCH SCHEDULE
BMP BEST MANAGEMENT PRACTICE GOVT GOVERNMENT SECT SECTION
BOT BOTTOM GR GRADE SPEC SPECIFICATION
BVCE BEGINNING OF VERTICAL CURVE ELEVATION HORIZ HORIZONTAL SPRT SUPPORT
BVCS BEGINNING OF VERTICAL CURVE STATION HS HIGH STRENGTH SQ SQUARE
CL or CENTERLINE HT HEIGHT SST STAINLESS STEEL
CMU CONCRETE MASONRY UNIT HVY HEAVY STA STATION
CO CLEAN OUT IN INCH STD STANDARD
COL COLUMN INSUL INSULATION, INSULATED STRUCT STRUCTURAL
CONC CONCRETE IINT INTERIOR SUSP SUSPENDED
CONSTR CONSTRUCTION INV INVERT SYS SYSTEM
CONT CONTINUOUS LL LIVE LOAD TEMP TEMPORARY
CTRL CONTROL LP LOW POINT TD TRENCH DRAIN
CWL CONTRACTOR WORK LIMITS LT LIGHT TDO TRENCH DRAIN OUTLET PIPE
DET DETAIL LVC LENGTH OF VERTICAL CURVE TELE TELEPHONE
DGA DENSE GRADED AGGREGATE JCT JUNCTION TOPO TOPOGRAPHY
DIA DIAMETER MATL MATERIAL TYP TYPICAL
DIM DIMENSION MAX MAXIMUM UD UNDERDRAIN
DL DEAD LOAD MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE
DWG DRAWING MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC
E EAST N NORTH UGND UNDERGROUND
EA EACH NLT NOT LESS THAN UNO UNLESS NOTED OTHERWISE
ECM EROSION CONTROL MAT NTS NOT TO SCALE UOP UNDERDRAIN OUTLET PIPE
EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UXO UNEXPLODED ORDINANCE
EL ELEVATION OD OUTSIDE DIAMETER VB VINYL BASE
ELEC ELECTRIC OH OVERHEAD VC VERTICAL CURVE
EOP EDGE OF PAVEMENT OPG OPENING VCT VINYL COMPOSITION TILE
EOS EDGE OF SHOULDER OPP OPPOSITE VOL VOLUME
EQ EQUAL PC POINT OF CURVE VERT VERTICAL
EQUIP EQUIPMENT PD PAVEMENT DRAIN VTR VENT THROUGH ROOF
EXH EXHAUST PI POINT OF INFLECTION W/ WITH
EXIST or (E) EXISTING PIV POST INDICATOR VALVE W WEST
EXP EXPANSION, EXPOSED POT POINT OF TANGENT WL WATER LEVEL
EXP JT EXPANSION JOINT PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE
EXT EXTERIOR PNL PANEL W/O WITHOUT
FIG FIGURE SINGLE PSF POUNDS PER SQUARE FOOT
CL
BL
BORROW AREA NOT IN CONTRACT
EXISTING JETTY
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
PHILADELPHIA
C-001
RO
OS
EV
EL
T
IN
LE
T
- L
EW
ES
B
EA
CH
DE
LA
W
AR
E
BE
AC
H
NO
UR
IS
HM
EN
T
DE
LA
W
AR
E
BA
Y
CO
AS
TL
IN
E
GE
NE
RA
L I
NF
OR
MA
TI
ON
S
HE
ET
FN
RT
A
JU
N
W
2B U2
3B
P
H
IL
A D
E
LP
H
IA
JH
M
JH
M
GM
G
DA
N
19+000+00 1+00
2+00 3+00
4+00
5+00 6+00
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00N 287485.39 E 729324.33 N 286575.30
E 730992.18
SURVEY AND CONSTRUCTION BASELINE
SURVEY NOTES:
1. SURVEYS WERE COMPLETED IN SEPTEMBER 2022.
2. HORIZONTAL COORDINATES ARE REFERENCED TO THE THE
DELAWARE STATE PLAN COORDINATE SYSTEM (NAD 1983)
U.S. SURVEY FEET.
3. ELEVATIONS EXPRESSED IN FEET AND TENTHS OF A FOOT
AND REFER TO THE NORTH AMERICAN VERTICAL DATUM
(NAVD) 1988.
4. BORING LOGS AND SAMPLE GRADATIONS FOR VIBRACORES
ARE PROVIDED IN THE SPECIFICATION APPENDIX B41 AND
B42, RESPECTIVELY.
BEACHFILL MONITORING PROFILES
PROFILEID STATION EASTING NORTHING AZIMUTH DISTANCE
JET10 00+10 729333.11 287480.61 33.06 1000
01+00 01+00 729412.11 287437.49 28.62 1000 02+00 02+00 729499.89 287389.59 28.62 1000 03+00 03+00 729587.67 287341.68 28.62 1000 04+00 04+00 729675.45 287293.77 28.62 1000 05+00 05+00 792763.23 287245.88 28.62 1000 06+00 06+00 729851.02 287197.99 28.62 1000 07+00 07+00 729938.80 287150.10 28.62 1000 08+00 08+00 730026.59 287102.21 28.62 1000 09+00 09+00 730114.29 287054.36 28.62 1000 10+00 10+00 730201.99 287006.51 28.62 1000 11+00 11+00 730289.85 286958.57 28.62 1000 12+00 12+00 730377.72 286910.61 28.62 1000 13+00 13+00 730465.50 286862.73 28.62 1000 14+00 14+00 730553.29 286814.84 28.62 1000 15+00 15+00 730641.08 286766.95 28.62 1000
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
1'=
DA
N
GM
G
JH
M
JH
M
PH
IL
AD
EL
PH
IA
-W
2B U2
3B
RT
A
JU
N
C-
2 S
UR
VE
Y
PL
AN
.dw g
SU
RV
EY
P
LA
N
DE
LA
W
AR
E
BA
Y
CO
AS
TL
IN
E
BE
AC
H
NO
UR
IS
HM
EN
T
DE
LA
W
AR
E
RO
OS
EV
EL
T
IN
LE
T
- L
EW
ES
B
EA
CH
C-002
PHILADELPHIA
1 SURVEY AND CONSTRUCTION BASELINE PLAN1 SURVEY AND CONSTRUCTION BASELINE PLAN
DELAWARE BAY
N 287485.39 E 729324.33
N 286575.32 E 730992.19
19+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
11+00
12+00 13+00 14+00 15+00 16+00 17+00 18+00
BORROW AREA
STA 15+00
445.3 LT
END FILL AREA
STA 0+42
535.5 LT
BEGIN FILL AREA
STA 0+60
766.8 LT
BEGIN FILL AREA
CONTACTOR ACCESS
STAGING AND STORAGE
AREA
EXISTING VEHICLE CROSSOVER
AND CONTRACTOR ACCESS (TYP)
EXISTING PEDESTRIAN
CROSSOVER (TYP)
IN
DI
AN
R
IV
ER
IN
LE
T
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
1:1
DA
N
GM
G
JH
M
JH
M
PH
IL
AD
EL
PH
IA
-W
2B U2
3B
RT
A
JU
N
C-
1 G
EN
ER
AL
B
EA
CH
FI
LL
P
LA
N.
dw g
GE
NE
RA
L P
LA
N
- B
EA
CH
FI
LL
DE
LA
W
AR
E
BA
Y
CO
AS
TL
IN
E
BE
AC
H
NO
UR
IS
HM
EN
T
DE
LA
W
AR
E
RO
OS
EV
EL
T
IN
LE
T
- L
EW
ES
B
EA
CH
C-101
PHILADELPHIA
1 GENERAL PLAN - BEACHFILL1 GENERAL PLAN - BEACHFILL NOTES
1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.
2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE INFORMATION.
3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.
4. SEE SHEETS C-302 AND C-303 FOR CROSS SECTIONS.
5. MHW AND MLW LINES DEPICTED FROM SURVEYS WERE CONDUCTED ON SEPTEMBER 2022.
6. THE WESTERN EDGE OF FILL IS APPROXIMATE. CONTRACTOR SHALL TAPER THE FILL TO THE EDGE
OF THE JETTY.
7. SEE SHEET C-401 FOR BORROW AREA COORDINATES.
TOP OF EXIST. DUNE
CONTRACTOR ACCESS,
STAGING AND STORAGE
AREA
MA
IN
E A
VE
NE
BR
AS
KA
A
VE
IO
W
A A
VE
MI
SS
OU
RI
A
VE
WEST CEDAR
SURVEY AND CONSTRUCTION BASELINE
N 287783.57 E 729554.99
N 287664.96 E 729536.28
N 287451.97 E 729437.76 N 287411.54
E 729511.87
N 287684.61 E 729690.11
N 287485.77 E 730065.07 N 287318.15
E 730372.26
N 287366.62 E 730401.78
GR
AV
EL
LO
T
PU
BL
IC
P
AR
KI
NG
A
RE
A
DELAWARE BAYEXISTING STONE JETTY
N 286575.32 E 730992.19
19+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
11+00
12+00 13+00 14+00 15+00 16+00 17+00 18+00
TOE OF SLOPE (TYP)
SEAWARD EDGE OF BERM (TYP)
LANDWARD EDGE OF BERM (TYP)
STA +0+42
535.5 LT
BEGIN FILL AREA
STA +0+60
766.8 LT
BEGIN FILL AREA
STA 1+00
658.0 LT STA 2+00
646.0 LT
STA 3+00
645.0 LT STA 4+00
637.0 LT STA 5+00
625.0 LT
STA 6+00
621.0 LT STA 7+00
620.0 LT
STA 8+00
616.0 LT STA 9+00
607.0 LT
STA 10+00
610.0 LT STA 12+00
589.0 LT
STA 13+00
548.0 LT
STA 14+00
496.0 LT
STA 11+00
601.0 LT
STA 15+00
445.3 LT
END FILL AREA
EXISTING VEHICLE CROSSOVER AND
CONTRACTOR ACCESS (TYP) EXISTING PEDESTRIAN CROSSOVER (TYP)
N 287136.08 E 730853.89
STREET
IN
DI
AN
R
IV
ER
IN
LE
T
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
-DA
N
GM
G
JH
M
JH
M
PH
IL
AD
EL
PH
IA
-W
2B U2
3B
RT
A
JU
N
C-
2 B
EA
CH
FI
LL
P
LA
N.
dw g
BE
AC
HF
ILL
P
LA
N
DE
LA
W
AR
E
BA
Y
CO
AS
TL
IN
E
BE
AC
H
NO
UR
IS
HM
EN
T
DE
LA
W
AR
E
RO
OS
EV
EL
T
IN
LE
T
- L
EW
ES
B
EA
CH
C-102
PHILADELPHIA
1 BEACHFILL PLAN1 BEACHFILL PLAN
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.
2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE INFORMATION.
3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.
4. SEE SHEETS C-302 FOR CROSS SECTIONS.
5. MHW AND MLW LINES DEPICTED FROM SURVEYS WERE CONDUCTED ON SEPTEMBER 2022.
6. THE WESTERN EDGE OF FILL IS APPROXIMATE. CONTRACTOR SHALL TAPER THE FILL TO THE EAST
EDGE OF THE JETTY.
7. CONTRACTOR SHALL REMOVE ANY DAMAGED SAND FENCE THAT IS LOCATED WITHIN THE BEACHFILL
TEMPLATE.
8. THE TOE OF SLOPE VARIES (SEE PLAN SHEET C-102 AND CROSS SECTIONS SHEETS C-302 THROUGH
C-303 FOR TIE-IN LOCATIONS).
-5-5
-10-10
-15-15
-20-20 11001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW
MHW MHW MHW
ELEV +1.2
ELEV -2.81
EXISTING BEACH
CROSS SECTION
(VARIES)
TOE OF SLOPE VARIES
(SEE NOTE 6)
BEACHFILL CONSTRUCTION TEMPLATE
SURVEY & CONSTR.
VARIESVARIES
LANDWARD EDGE OF BERM
CONTRACTOR
WORK LIMIT
ELEV +8.00
SEAWARD EDGE OF BERM
VARIES
H1:3V SLOPE TO TIE IN TO SCARPED DUNE
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
AS
S
HO
W
N
DA
N
GM
G
JH
M
JH
M
PH
IL
AD
EL
PH
IA
-W
2B U2
3B
RT
A
JU
N
C-
1 B
EA
CH
FI
LL
T
YP
IC
AL
S
EC
TI
ON
.dw g
BE
AC
HF
ILL
T
YP
IC
AL
S
EC
TI
ON
DE
LA
W
AR
E
BA
Y
CO
AS
TL
IN
E
BE
AC
H
NO
UR
IS
HM
EN
T
DE
LA
W
AR
E
RO
OS
EV
EL
T
IN
LE
T
- L
EW
ES
B
EA
CH
C-301
PHILADELPHIA
TYPICAL BEACHFILL SECTION1 TYPICAL BEACHFILL SECTION
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.
2. THE CROSS SECTIONS ARE SHOWN LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.
3. THE BEACHFILL DISCHARGE PIPE SHALL BE PLACED ON THE OCEAN SIDE OF THE EXISTING DUNES AT ALL TIMES.
4. THE BEACHFILL SLOPE BELOW MLW IS ASSUMED AS SHOWN FOR INITIAL QUANTITY CALCULATIONS. ACTUAL SLOPE MAY VARY TO SUIT THE DYNAMIC CONDITIONS THAT EXIST AT THE TIME OF PLACEMENT. SEE SPECIFICATIONS FOR PLACEMENT AND PAYMENT.
5. THE CONTRACTOR WORK LIMIT SHALL BE AS SHOWN ON SHEET C-102 AND SHALL PROVIDE A MINIMUM BUFFER OF 15 FEET FROM THE APPROXIMATE EXISTING VEGETATION LINE . THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING VEGETATION LINE . THE CONTRACTOR SHALL ENSURE THAT THE EXISTING SAND DUNE OUTSIDE THE CONTRACTOR WORK LIMIT ARE NOT DISTURBED DURING THE ENTIRE CONTRACT PERIOD.
6. THE TOE OF SLOPE VARIES (SEE PLAN SHEET C-102 AND CROSS SECTIONS SHEETS C-302 THROUGH C-303 FOR TIE-IN LOCATIONS).
7. CONTRACTOR SHALL INSTALL A POST AND ROPE FENCE ALONG THE TOE OF THE ACCRETED DUNE WHERE THE BEACHFILL TEMPLATE. SPECIFICATIONS OF THE POST AND ROPE FENCE WILL BE COORDINATED WITH THE COR AND DNREC REPRESENTATIVE. THE CONTRACTOR SHALL ALSO REMOVE AND SAND
FENCE WHERE THE POST AND ROPE FENCE WILL BE INSTALLED.
STA. 0+42
· BEGIN FILL AREA
· TAPER BERM INTO EXISTING JETTY
· GROUND (EL. +8.0) 1515
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW MLW
MHW MHW MHW MHW
EXISTING GROUND (TYP)
1400200
MHW EL +1.20 (TYP)
MLW EL -2.81 (TYP)
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW MLW
MHW MHW MHW MHW
1300 1400200
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW MLW
MHW MHW MHW MHW
1300 1400200
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW
MHW MHW MHW MHW
1300200
BEACHFILL
CONSTRUCTION
TEMPLATE (TYP)
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW
MHW MHW MHW MHW
1300200
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW
MHW MHW MHW MHW
1300200
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW
MHW MHW MHW MHW
1300200
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW MLW
MHW MHW MHW MHW
1300 1400
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
3. ALL CROSS SECTIONS ARE TAKEN ALONG THE SURVEY
PROFILE LINES, SEE SHEET C-002 FOR ORIGIN POINTS
AND AZIMUTHS. THE CROSS SECTIONS ARE SHOWN
LOOKING BACK STATION ALONG THE SURVEY AND
CONSTRUCTION BASELINE.
STA. 1+00 (LINE 1)
STA. 2+00 (LINE 2)
STA. 3+00 (LINE 3)
STA. 4+00 (LINE 4) STA. 8+00 (LINE 8)
STA. 7+00 (LINE 7)
STA. 6+00 (LINE 6)
STA. 5+00 (LINE 5)
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
-DA
N
GM
G
JH
M
JH
M
PH
IL
AD
EL
PH
IA
-W
2B U2
3B
RT
A
JU
N
C-
2 B
EA
CH
FI
LL
C
RO
SS
S
EC
TI
ON
S
ST
A 1+
T
O
ST
A 8+
.dw g
BE
AC
HF
ILL
C
RO
SS
S
EC
TI
ON
S
ST
A
1+
T O
ST
A
8+
DE
LA
W
AR
E
BA
Y
CO
AS
TL
IN
E
BE
AC
H
NO
UR
IS
HM
EN
T
DE
LA
W
AR
E
RO
OS
EV
EL
T
IN
LE
T
- L
EW
ES
B
EA
CH
C-302
PHILADELPHIA
SCALE IN FEET
V: 10 5 0 10 20
H: 100 50 0 100 200
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW MLW MLW
MHW MHW MHW MHW MHW MHW
1300 1400
MHW EL +1.20 (TYP)
MLW EL -2.81 (TYP)
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW MLW MLW
MHW MHW MHW MHW MHW MHW
1300 1400
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW MLW MLW
MHW MHW MHW MHW MHW MHW
1300 1400
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW MLW
MHW MHW MHW MHW MHW
EXISTING GROUND (TYP)
1400200
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW MLW
MHW MHW MHW MHW
1300 1400200
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW MLW
MHW MHW MHW MHW MHW
1300 1400200
-5-5
-10-10
-15-15
-20-20 120011001000900800700
DISTANCE FROM BASELINE (FEET)
EL
EV
AT
IO
N
IN
F
EE
T (N
AV
D
600500400300
MLW MLW MLW MLW MLW
MHW MHW MHW MHW MHW
1400 1500
STA. 15+00 END FILL AREA
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.
2. SEE SHEET C-301 FOR TYPICAL SECTIONS.
3. ALL CROSS SECTIONS ARE TAKEN ALONG THE SURVEY
PROFILE LINES, SEE SHEET C-002 FOR ORIGIN POINTS
AND AZIMUTHS. THE CROSS SECTIONS ARE SHOWN
LOOKING BACK STATION ALONG THE SURVEY AND
CONSTRUCTION BASELINE.
STA. 9+00 (LINE 9)
STA. 10+00 (LINE 10)
STA. 11+00 (LINE 11)
STA. 12+00 (LINE 12)
STA. 13+00 (LINE 13)
STA. 14+00 (LINE 14)
STA. 15+00 (LINE 15)
BEACHFILL
CONSTRUCTION
TEMPLATE (TYP)
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
-DA
N
GM
G
JH
M
JH
M
PH
IL
AD
EL
PH
IA
-W
2B U2
3B
RT
A
JU
N
C-
3 B
EA
CH
FI
LL
C
RO
SS
S
EC
TI
ON
S
ST
A 9+
T
O
ST
A
+0 0.d wg
BE
AC
HF
ILL
C
RO
SS
S
EC
TI
ON
S
ST
A
9+
T O
ST
A
+0
DE
LA
W
AR
E
BA
Y
CO
AS
TL
IN
E
BE
AC
H
NO
UR
IS
HM
EN
T
DE
LA
W
AR
E
RO
OS
EV
EL
T
IN
LE
T
- L
EW
ES
B
EA
CH
C-303
289,500
289,000
288,500
288,000
287,500
289,500
289,000
288,500
288,000
287,500
0, 1, 1, 2, 2, 3, 3, 0, 1, 1, 2, 2, 3, 3, KAV-55
KAV-57
KAV-58
KAV-59
KAV-72
KAV-73
KAV-74
KAV-56
NOTES:
1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS
MADE ON FEBRUARY 2, 2023 AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT THAT TIME.
2. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION
ONLY, AND SHOULD NOT BE USED FOR NAVIGATION.
3. HORIZONTAL REFERENCE- NAD 83, DELAWARE STATE PLANE, ZONE 0700, U.S. FOOT.
VERTICAL REFERENCE - N.A.V.D 88.
NOAA TIDAL EPOCH - 1983-2001.
4. SEE SPECIFICATIONS FOR VIBRACORE LOGS AND GRAIN SIZE DISTRIBUTION CURVES.
5. CONTOURS ARE EXPRESSED AT 2' INTERVALS.
6. THE MAXIMUM DREDGING DEPTH SHALL NOT EXCEED A ELEVATION OF -17 NAVD 88.
KAV-67
KAV-68
KAV-##
N 287429 E 732887
N 287736 E 732870
N 287678 E 732744
R=100'
N 289025 E 732797
N 289381 E 732555
N 289500 E 731810
N 288916 E 732072
N 289604 E 730852
N 289500 E 730700
N 288901 E 730372
N 289120 E 730488
N 288650 E 730200
R=100'
THIS AREA NOT AVAILABLE FOR DREDGING UNDER THIS CONTRACT
THIS AREA AVAILABLE FOR DREDGING UNDER THIS CONTRACT
-10
-8
-10
-14
-14
-12
-10
-10
-14
LEGEND:
VIBRACORE LOCATION
BORROW AREA EXTENTS
CULTURAL EXCLUSION ZONE
MAJOR CONTOUR
MINOR CONTOUR
-10
-8
THIS AREA NOT AVAILABLE FOR DREDGING UNDER THIS CONTRACT
D
2 3
C
4 5
A
B
1 2 3 4 5
®US Army Corps of Engineers
DISTRICT
D
AT
E
SO
LI
C
IT
AT
IO
N N
U M
BE
R
FI
LE
N
AM
E:
M
AR
K
D W
G . S
IZ
E:
C O
N
TR
AC
T
N U
M
BE
R
SHEET NUMBER
BY
D
ES
C
R
IP
TI
O
N
AC
TI
ON
"X
IS
SU
E/
SU
BM
IT
TA
L
D
AT
E:
U.
S.
A
RM
Y
CO
RP
S
OF
E
NG
IN
EE
RS
D
IS
TR
IC
T
D W
N B
Y:
R
EV
IE
W
ED
B
Y:
D
ES
B Y:
PL
O
T
SC
AL
E:
C
KD
B Y:
1:1
DA
N
GM
G
JH
M
JH
M
PH
IL
AD
EL
PH
IA
-W
2B U2
3B
RT
A
JU
N
C-
1 B
OR
RO
W
A
RE
A.
dw g
BO
RR
OW
A
RE
A
DE
LA
W
AR
E
BA
Y
CO
AS
TL
IN
E
BE
AC
H
NO
UR
IS
HM
EN
T
DE
LA
W
AR
E
RO
OS
EV
EL
T
IN
LE
T
- L
EW
ES
B
EA
CH
C-401
1 BORROW AREA1 BORROW AREA
| Sheets and Views |
| G-001 COVER SHEET |
| G-002 DRAWING INDEX SHEET |
| C-001 GENERAL INFORMATION SHEET |
| C-002 SURVEY PLAN |
| SURVEY BASELINE PLAN |
| SURVEY NOTES |
| BECHFILL MONITORING PROFILES |
| C-101 GENERAL PLAN - BEACHFILL |
| GENERAL BEACHFILL PLAN |
| C-102 BEACHFILL PLAN |
| BEACHFILL PLAN |
| C-301 BEACHFILL TYPICAL SECTION |
| TYPICAL BEACHFILL SECTION |
| C-302 BEACHFILL CROSS SECTIONS STA 1+00 TO STA 8+00 |
| Beachfill Cross Sections 1+00 thru 8+00 |
| C-303 BEACHFILL CROSS SECTIONS STA 9+00 TO STA 15+00 |
| Beachfill Cross Sections 9+00 thru 15+00 |
| C-401 BORROW AREA |
| BORROW AREA |
File details come from the government source that posted it. Updated .