W912BU22B0010_Dwgs-AM0001.pdf
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- Solicitation number
- W912BU22B0010
About this file
This solicitation is for maintenance dredging services in Cape May County, New Jersey. The U.S. Army Corps of Engineers, Philadelphia District intends to award a firm fixed price contract to place approximately 231,000 cubic yards of beachfill in Avalon Borough and 464,000 cubic yards in Stone Harbor Borough, re-grade existing dunes to minimize steep slopes, and place additional quantities of sand based on project needs up to 175,000 cubic yards per option. The base contract performance period is 167 calendar days and includes four options for additional fill quantities in each borough. The estimated value of the project ranges from $25 million to $100 million. Interested parties must access the solicitation on SAM.gov and direct any questions to the specified Contract Specialist by email.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Abstract_W912BU22B0010-KO.pdf | ||
| TownsendInlet_2022_9column_xyz.txt | TXT text file | |
| W912BU22B0010_SPECS-AM0001.pdf | ||
| W912BU22B0010-Specs.pdf | ||
| W912BU22B0010-Dwgs.pdf | ||
| nj3 (2).txt | TXT text file |
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US Army Corps of Engineers
DISTRICT
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SHEET NUMBER
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SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
G-001
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P H
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H I A
PHILADELPHIA
TOWNSENDS INLET TO CAPE MAY INLET
BEACH NOURISHMENT
CAPE MAY COUNTY, NEW JERSEY
28 SEPTEMBER 2022
W912BU22B0010
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.
LOCATION MAP
OF WORK
LOCATION
N
N
OF PROJECT
LOCATION
VICINITY MAP
SCALE: NTS SCALE: NTS
a
2 3
C
4 5
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1 2 3 4 5
US Army Corps of Engineers
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G-002
PHILADELPHIA
DRAWING INDEX
SHEET NUMBER DESCRIPTION
GENERAL
G-001 COVER SHEET
G-002 DRAWING INDEX SHEET
CIVIL
C-001 GENERAL INFORMATION SHEET
C-002 SURVEY AND CONSTRUCTION BASELINE
C-101 GENERAL PLAN - AVALON
C-102 GENERAL PLAN - STONE HARBOR
C-103 PLAN - STA.13+89 TO STA. 42+27
C-104 PLAN - STA. 42+27 TO STA. 77+28
C-105 PLAN - STA. 77+28 TO STA. 112+88
C-106 PLAN - STA. 182+94 TO STA. 217+95
C-107 PLAN - STA. 217+95 TO STA. 253+09
C-108 PLAN - STA. 253+09 TO STA. 287+90
C-109 PLAN - STA. 287+90 TO STA. 322+68
C-110 PLAN - STA. 322+68 TO STA. 352+38
C-301 TYPICAL SECTIONS - BEACHFILL
C-302 CROSS SECTIONS - STA. 14+00 TO STA. 39+50
C-303 CROSS SECTIONS - STA. 41+90 TO STA. 275+00
C-304 CROSS SECTIONS - STA. 280+00 TO STA. 314+80
C-305 CROSS SECTIONS - STA. 320+00 TO STA. 350+00
C-401 BORROW AREA - TOWNSENDS INLET
C-501 DETAILS - DUNE GRASS PLANTING
X-1011
VIEW NAME
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
X-101
CONTRACTOR STAGING AND
ACCESS AREA
SURVEY BASELINE
OUTFALL PIPE
STATION
OFFSET
STONE GROIN/JETTY
40+00
VIBRACORE BORING DESIGNATION
FILL SLOPE AND BERM LINE
CONTRACTOR WORK LIMIT
MEAN LOW WATER LINE
MEAN HIGH WATER LINE
20'
CONTOUR LINE
TIDAL REFERENCE
(PROJECT AREA AVERAGE FOR REFERENCE ONLY)
SCALE=NTS
MLW
NAVD 88
MHW
GENERAL NOTES:
1. ELEVATIONS ARE EXPRESSED IN FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.
2. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD 1983).
3. ALL DIMENSIONS, LOCATIONS AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ON THE CONTRACT DRAWINGS SHALL BE VERIFIED IN
THE FIELD BY THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER BEFORE
PROCEEDING WITH THE WORK.
4. ALL STATIONS/OFFSET REFERENCES ARE PERPENDICULAR TO THE SURVEY & CONSTRUCTION BASELINE. ORIGIN POINTS AND AZIMUTHS
FOR ALL SURVEY PROFILE LINES (SM001 THROUGH SM066) ARE AS SHOWN ON SHEET C-002.
5. THE CONTRACTOR WORK LIMIT IS AS SHOW ON SHEETS C-103 THROUGH C-110, SEE SHEET C-002 FOR CONTRACTOR WORK LIMIT COORDINATES.
THE APPROXIMATE LIMIT OF WORK, UNLESS OTHERWISE INDICATED, SHALL BE THE AREA SEAWARD OF THE CONTRACTOR WORK LIMIT. THE
CONTRACT SHALL CONFINE ALL WORK IN THIS AREA AND BETWEEN THE NORTH AND SOUTH LIMITS OF THE CONTRACT.
6. THE CONTRACTOR SHALL COORDINATE ACCESS TO THE WORK AND STAGING AREA LOCATIONS WITH THE COR AND THE BOROUGH
ENGINEERS FOR AVALON AND STONE HARBOR.
7. ALL BEACHFILL MATERIAL SHALL BE OBTAINED FROM WITHIN THE DESIGNATED BORROW AREA LIMITS SHOWN ON SHEET C-401.
8. LOCATION AND TEMPLATE OF BEACHFILL IS A RESULT OF SURVEYS CONDUCTED IN MAY 2022 AND MAY BE REVISED FOLLOWING RECEIPT
AND ACCEPTANCE OF PRE-PLACEMENT CONDITION SURVEYS.
9. THE CONTRACTOR SHALL NOTIFY NJ ONE CALL PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. SEE THE REQUIREMENTS ONLINE
FOR THE AMOUNT OF TIME REQUIRED FOR ADVANCE NOTICE.
10. EXISTING MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED IN MAY 2022 AND CAN ONLY BE CONSIDERED
REPRESENTATIVE OF CONDITIONS OCCURRING AT THAT TIME.
11. CONTRACTOR SHALL PROTECT EXISTING OUTFALL PIPES, GROINS, JETTY, PIERS, PAVILIONS, BULKHEADS, AND STONE SEAWARD OF
BULKHEADS DURING CONSTRUCTION. ANY DAMAGE TO THESE FEATURES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.
CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION SYMBOL
(NUMERIC)
AMENDMENT SYMBOL
(ALPHA)
1 a
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
HORIZONTAL CONTROL MARKER
LINE TYPE LEGEND
BEACHFILL PLAN SYMBOLS LEGEND
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 X
H: X
SCALE IN FEET/METERS
(SINGLE SCALE, SCALE BAR)
SCALE IN FEET/METERS
(HORIZONTAL/VERTICAL SCALE BAR)
DIRECTION OF MAGNETIC
NORTH
NNORTH
PLAN
MAGNETIC
NORTH
PLAN
NORTH
NORTH SYMBOLS
ABBREVIATIONS
ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION
AD AFTER-DREDGING 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 BEFORE-DREDGING 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
C
L
B
L
DREDGING EXCLUSION ZONE
CENTERLINE
BASELINE
CONTRACTOR WORK LIMIT
COORDINATE LABEL MARKER
DUNE GRASS PLANTING
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PHILADELPHIA
C-001
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S J W
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G M
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A N
SEE SHEET C-103
SEE SHEET C-104
TOWNSENDS INLET
BORROW AREA
(SEE SHEET C-401)
ATLANTIC OCEAN
SEE SHEET C-105
SURVEY & CONST. BASELINE
DREDGE EXCLUSION ZONE
AVALON
M
H W
M H
W
M H
W
M
HW
MHW
M H
W
M
HW
M
HW
M H
W
M
HW
M H
W
M
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M H
W
M
H
W
MHW
MHW
M H
W
M
HW
M
HW
M
HW
M
HW
M
H
W
M
HW
MHW
MHW
MHW MHW
M H
W
M
HW
MHW
M H
W
M H
W
M
H
W
M H
W M H
W
M L W
M L W
M L W
M
L W
M L W
M L W
M L W
M
LW
M L W
M L W
MLW
MLW
MLW
M L W
M L W
MLW
M L W
M L W
M L W
MLW
M L W
MLW
M L W
MLW
MLW
MLW
MLW
M L W
M
LW
M
LW
M
L W
M L W
M
L W
MLW
T
O
W
N
S
E
N
L
E
T
SEE SHEET C-106
DREDGE EXCLUSION ZONE
190+00
180+00
170+00
160+00 150+00
140+00
130+00 120+00
110+00
60+00
50+00
40+00
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A M
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B U
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M B
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N d w g
G E
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R A
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C-101
PHILADELPHIA
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.
M A
T C
H L
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A T
C H
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E
R E
C
R E
C
GENERAL PLAN - AVALON
GENERAL PLAN - AVALON
SEE SHEET C-110
ATLANTIC OCEAN
SEE SHEET C-109
H
E
R
E
F
O
L
E
T
STONE HARBOR POINT
300+00
SURVEY & CONST. BASELINE
SEE SHEET C-108
M H
W
M H
W
M H
W
MHW
MHW
MHW
M H
W
M
H
W
M H
W
M H
W
M H
W
M H
W
MHW
MHW
M
HW
MHW
M H
W
MHW
M H
W
M H
W
M H
W
M H
W
M H
W
M
H W
M
L W
M L W
M L W
MLW
MLW
MLW
M
LW
M
LW
M L W
M L W
M
LW
MLW
MLW
MLW
M
L W
MLW
MLW
M L W
M L W
M
L W
M
L W
M
L
W
M
L
W
STONE HARBOR
SEE SHEET C-107
330+00 310+00
320+00
290+00
280+00
270+00
260+00
250+00
240+00
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SHEET NUMBER
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C A
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C-102
PHILADELPHIA
GENERAL PLAN - STONE HARBOR
GENERAL PLAN - STONE HARBOR
M A
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E
R E
C
R E
C
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.
NORTH
PLAN
a
SEAWARD TOE OF
FEDERAL DUNE (TYP)
LANDWARD TOE OF
FEDERAL DUNE (TYP)
STA 41+90.27
L 115.65
CONTRACTOR
WORK LIMIT (TYP)
SM007 (STA. 33+63)
AZIMUTH 124.10°
L 445.20
TOE OF SLOPE (TYP)
CONTRACTOR
ACCESS
STA 29+99.87
L 425.24
STA 39+49.91
L 467.40
STA 41+90.48
L 383.18
STA 34+99.90
L 494.17
STA 18+33.07
L 282.36
STA 28+41.37
L 446.05
STA 24+99.86
L 448.23
STA 19+99.87
L 396.43
TIE INTO EXISTING
BERM ELEV. +7.25
AT STA. 18+33.07
SURVEY & CONST. BASELINE
EXISTING CROSSOVER (TYP)
AVALON AVE
T
H
S
T
T
H
S
T
T
H
S
T
T
H
S
T
T
H
S
T
T
H
S
T
T
H
S
T
TOWNSENDS INLET
35+00
40+00
T
H
S
T
T
H
S
T
ATLANTIC OCEAN
AVALON
LANDWARD EDGE
OF BERM (TYP)
EXISTING STONE (TYP)
(SEE NOTE 6)
EXISTING BULKHEAD
(TYP) (SEE NOTE 6)
STA 19+99.89
L 113.03
STA 24+99.88
L 210.70
STA 28+07.18
L 175.61
STA 29+99.89
L 157.71
SM007 (STA. 33+63)
AZIMUTH 124.10°
L 157.67
STA 34+99.92
L 166.63
SEAWARD EDGE
OF BERM (TYP)
M H
W
M H
W
M H
W
M
H
W
M
H
W
M
H
W
M H
W
M
H
W
M
H
W
M
H
W
M
H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
MLW
M L W
M
L W
M
L W
M
L W
M
L W
M L W
M L W
M L W
M
L W
M
L W
M
L W
M
L W
MLW
MLW
MLW
M L W
M L W
M L W
STA 39+49.93
L 99.86
LANDWARD EDGE OF
DUNE REPAIR (TYP)
EXISTING JETTY
STA 16+56.39
L 204.88
STA 22+89.82
L 182.27
STA 21+09.06
L 213.41
FEDERAL DUNE (TYP)
APPROX. LIMITS OF
DUNE REPAIR (TYP)
DUNE GRASS
PLANTING (TYP)
(SEE NOTE 7)
D
2 3
C
4 5
A
B
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
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N G
M G
S J W
S J W
P H
I L A
D E
L P
H I A
S J W
O C
T
T
E X
T
C
A L
L
O
D
E D
D
U N
E
G
R A
A
N T
I N
G
H
A T
D
E D
N
O T
V
I S
E D
T
D
E D
A M
-W
B U
B
P
T E
M B
C
A
N
S
T A
S
T A d w g
P L
T A
S
T A
T O
W N
S E
N D
S
I N
L E
T
T
O
C
A P
E
M
L E
T
B E
A C
H
N
O U
R I S
H M
E N
T
C A
U
N T
Y
N
R S
E Y
C-103
PHILADELPHIA
PLAN - STA. 13+89 TO STA. 42+27
PLAN - STA. 13+89 TO STA. 42+27
NORTH
PLAN
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.
3. SEE SHEET C-301 FOR TYPICAL SECTIONS.
4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.
5. THE BEACHFILL CONSTRUCTION TEMPLATE AND STATION LIMITS AND DUNE REPAIR EXTENTS MAY BE REVISED
WITHIN THE CWL FOLLOWING RECEIPT AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS.
6. EXISTING BULKHEAD AND STONE LOCATIONS ARE APPROXIMATED AND SHALL BE FIELD VERIFIED.
7. SEE SHEET C-501 FOR DUNE GRASS PLANTING DETAILS.
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C a a a
CONTRACTOR
ACCESS
CONTRACTOR
STAGING AREA
CONTRACTOR
WORK LIMIT (TYP)
SEAWARD EDGE
OF BERM (TYP)
TIE INTO EXISTING
BERM ELEV. +7.25
AT STA. 44+99.88
TOE OF SLOPE (TYP)
STA 44+99.88
L 233.07
EXISTING 24"Ø
D.I.P. OUTFALL
N 96316.09
E 431982.9
INV. ELEV.= +3.586
SURVEY & CONST.
BASELINE
PRIVATE PROPERTY
(DO NOT DISTURB)
EXISTING CROSSOVER (TYP)
50+00
55+00
60+00
65+00
T
H
S
T
T
H
S
T
T
H
S
T
AVALON AVE
T
H
S
T
T
H
S
T
T
H
S
T
R
D
S
T 2 N
D
S
T
S
T
S
T
T
H
S
T
T
H
S
T
T
H
S
T
BOARDWALK
ATLANTIC OCEAN
AVALON
LANDWARD EDGE
OF BERM (TYP)
STA 44+99.88
L 117.70
STA 49+99.89
L 105.69
STA 52+03.33
L 130.36
STA 54+99.91
L 140.65
STA 58+63.86
L 161.41
STA 59+99.90
L 161.67
STA 64+99.89
L 138.68
STA 72+42.26
L 135.76
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
M H
W
M H
W
M H
W
M H
W
M H
W
M
HW
M
HW
MHW
MHW
MHW
M
HW
M H
W
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
M
LW
M
LW
M
LW
M L W
M L W
M L W
MLW
M
LW
M
LW
M
LW
M
LW
MLW
SEAWARD TOE OF
FEDERAL DUNE (TYP)
LANDWARD TOE OF
FEDERAL DUNE (TYP)
STA 76+02.32
L 215.36
45+00
FEDERAL DUNE (TYP)
STA 74+42.48
L 197.89
D
2 3
C
4 5
A
B
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
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N G
M G
S J W
S J W
P H
I L A
D E
L P
H I A
S J W
O C
T
N
O T
V
I S
E D
A M
-W
B U
B
P
T E
M B
C
A
N
S
T A
S
T A d w g
P L
T A
S
T A
T O
W N
S E
N D
S
I N
L E
T
T
O
C
A P
E
M
L E
T
B E
A C
H
N
O U
R I S
H M
E N
T
C A
U
N T
Y
N
R S
E Y
C-104
PHILADELPHIA
PLAN - STA. 42+27 TO STA. 77+28
PLAN - STA. 42+27 TO STA. 77+28
NORTH
PLAN
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.
3. SEE SHEET C-301 FOR TYPICAL SECTIONS.
4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.
5. THE BEACHFILL CONSTRUCTION TEMPLATE AND STATION LIMITS AND DUNE REPAIR EXTENTS MAY BE REVISED
WITHIN THE CWL FOLLOWING RECEIPT AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS.
SURVEY & CONST.
CONTRACTOR WORK LIMIT (TYP)
FEDERAL DUNE (TYP)
T
H
S
T
1ST AVE
T
H
S
T
T
H
S
T
T
H
S
T
T
H
S
T
1ST AVE
T
H
S
T
T
H
S
T
T
H
S
T
T
H
S
T
S
T
S
T
240+00
245+00
EXISTING GROIN
ATLANTIC OCEAN
STONE HARBOR
STA 228+87.62
L 178.41
STA 224+99.88
L 157.69
STA 220+01.34
L 168.38
MHW
MHW
M
HW
M
HW
M H
W
M
HW
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M
H W
M H
W
M H
W
M H
W
M
H W
M
H W
M
H W
M
H W
MLW
MLW
MLW
M L W
M L W
M L W
M L W
M L W
M L W
M L W
M
L W
M
L W
M
L W
M
L W
M
L W
M
L W
M
L W
M
L
W
M
L
W
M
L
W
M
L
W
M
L W
M
L W
M
L W
M
L
W
EXISTING BULKHEAD (TYP)
STA 229+99.88
L 165.70
STA 234+99.89
L 82.70
STA 239+99.92
L 56.66
STA 244+99.92
L 69.66
STA 250+00.00
L 34.67
STA 250+00.00
L 213.30
TIE INTO EXISTING
BERM ELEV. +7.25
AT STA. 250+00.00
EXISTING CROSSOVER (TYP)
250+00
TOE OF SLOPE (TYP)
LANDWARD EDGE
OF BERM (TYP)
SEAWARD EDGE
OF BERM (TYP)
D
2 3
C
4 5
A
B
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
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N G
M G
S J W
S J W
P H
I L A
D E
L P
H I A
S J W
O C
T
N
O T
V
I S
E D
A M
-W
B U
B
P
T E
M B
P L
T A
T
O
S
T A d w g
P L
T A
T
O
S
T A
T O
W N
S E
N D
S
I N
L E
T
T
O
C
A P
E
M
L E
T
B E
A C
H
N
O U
R I S
H M
E N
T
C A
U
N T
Y
N
R S
E Y
C-107
PHILADELPHIA
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.
3. SEE SHEET C-301 FOR TYPICAL SECTIONS.
4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.
5. THE BEACHFILL CONSTRUCTION TEMPLATE AND STATION LIMITS AND DUNE REPAIR EXTENTS MAY BE REVISED
WITHIN THE CWL FOLLOWING RECEIPT AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS.
PLAN - STA. 217+95 TO STA. 253+09
PLAN - STA. 217+95 TO STA. 253+09
NORTH
PLAN
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
SURVEY & CONST.
CONTRACTOR WORK LIMIT (TYP)
STA 274+99.91
L 260.82
STA 279+99.99
L 315.80
STA 284+99.96
L 283.82
N
D
S
T
R
D
S
T
T
H
S
T
T
H
S
T
T
H
S
T
T
H
S
T
T
H
S
T
1ST A
VE
T
H
S
T
T
H
S
T
S
T
S
T
N
D
S
T
R
D
S
T
T
H
S
T
255+00
260+00
265+00
270+00
275+00
280+00
285+00
EXISTING GROIN (TYP)
ATLANTIC OCEAN
STONE HARBOR
EXISTING CROSSOVER (TYP)
STA 259+99.90
L 83.69
TOE OF SLOPE (TYP)
LANDWARD EDGE
OF BERM (TYP)
SEAWARD EDGE
OF BERM (TYP)
M H
W
M H
W
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
M
HW
M H
W
M H
W
M H
W
MHW
MHW
MHW
M H
W
M H
W
M H
W
M H
W
MHW
MLW
M
LW
M
LW
MLW
MLW
MLW MLW
MLW
MLW
MLW
MLW
MLW
MLW
M
LW
M
LW
M
LW
M L W
M L W
M L W
M L W
MLW
MLW
MLW
MLW
MLW
FEDERAL DUNE (TYP)
EXISTING BULKHEAD (TYP)
STA 269+99.89
L 261.82
STA 264+99.92
L 293.83
STA 259+99.91
L 315.83
STA 254+99.92
L 261.81
STA 254+99.92
L 49.67
STA 264+99.90
L 61.69
STA 269+99.90
L 59.69
STA 274+99.90
L 58.68
STA 279+99.97
L 83.66
STA 284+99.94
L 51.69
LANDWARD TOE OF
FEDERAL DUNE (TYP)
SEAWARD TOE OF
FEDERAL DUNE (TYP)
D
2 3
C
4 5
A
B
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
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N G
M G
S J W
S J W
P H
I L A
D E
L P
H I A
S J W
O C
T
R
E V
I S
T
E
A M
-W
B U
B
P
T E
M B
C
A
N
S
T A
T
O
S
T A d w g
P L
T A
T
O
S
T A
T O
W N
S E
N D
S
I N
L E
T
T
O
C
A P
E
M
L E
T
B E
A C
H
N
O U
R I S
H M
E N
T
C A
U
N T
Y
N
R S
E Y
C-108
PHILADELPHIA
PLAN - STA. 253+09 TO STA. 287+90
PLAN - STA. 253+09 TO STA. 287+90
NORTH
PLAN
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.
3. SEE SHEET C-301 FOR TYPICAL SECTIONS.
4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.
5. THE BEACHFILL CONSTRUCTION TEMPLATE AND STATION LIMITS AND DUNE REPAIR EXTENTS MAY BE REVISED
WITHIN THE CWL FOLLOWING RECEIPT AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS.
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
CONTRACTOR STAGING AND
ACCESS AREA (SEE NOTE 6)
EXISTING 12"Ø
D.I.P. OUTFALL
N 76026.12
E 417668.5
INV. ELEV. = +0.162
EXISTING 16"Ø
D.I.P. OUTFALL
N 75270.4
E 417069.4
INV. ELEV. = -0.405
SURVEY & CONST.
BASELINE
CONTRACTOR WORK LIMIT (TYP)
FEDERAL DUNE (TYP)
STA 290+00.00
L 312.77
STA 294+99.91
L 338.80
T
H
S
T
S
T
A
V
E
T
H
S
T
N
D
A V
E
D
U
N
E D
R
T
H
S
T
290+00
295+00
300+00
305+00
310+00
315+00
320+00
EXISTING GROIN (TYP)
EXISTING CROSSOVER (TYP)
ATLANTIC OCEAN
STONE HARBOR
STA 299+99.89
L 394.81
STA 304+99.89
L 394.82
STA 309+99.88
L 394.43
STA 319+99.92
L 204.39
TOE OF SLOPE (TYP)
TIE INTO EXISTING
BERM ELEV. +7.25
AT STA. 319+99.92
LANDWARD EDGE
OF BERM (TYP)
SEAWARD EDGE
OF BERM (TYP)
M H
W
M H
W
MHW
MHW
MHW
MHW
M H
W
M H
W
M H
W
M
H
W
M
H
W
M
H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
MLW
MLW
MLW
MLW
MLW
MLW MLW
MLW
MLW
M
LW
M
LW
M
LW
M
LW
MLW
M
LW
MLW
M L W
M L W
M L W
M L W
M
LW
M
LW
M
LW
M
LW
MLW
EXISTING BULKHEAD (TYP)
LANDWARD EDGE OF
DUNE REPAIR (TYP)
LANDWARD EDGE OF
FEDERAL DUNE (TYP)
SEAWARD EDGE OF
FEDERAL DUNE (TYP)
D
2 3
C
4 5
A
B
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
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N G
M G
S J W
S J W
P H
I L A
D E
L P
H I A
S J W
O C
T
R
E V
I S
T
E
A M
-W
B U
B
P
T E
M B
C
A
N
S
T A
T
O
S
T A d w g
P L
T A
T
O
S
T A
T O
W N
S E
N D
S
I N
L E
T
T
O
C
A P
E
M
L E
T
B E
A C
H
N
O U
R I S
H M
E N
T
C A
U
N T
Y
N
R S
E Y
C-109
PHILADELPHIA
PLAN - STA. 287+90 TO STA. 322+68
PLAN - STA. 287+90 TO STA. 322+68
NORTH
PLAN
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.
3. SEE SHEET C-301 FOR TYPICAL SECTIONS.
4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.
5. THE BEACHFILL CONSTRUCTION TEMPLATE AND STATION LIMITS AND DUNE REPAIR EXTENTS MAY BE REVISED
WITHIN THE CWL FOLLOWING RECEIPT AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS.
6. PUBLIC ACCESS SHALL BE MAINTAINED AT 123RD OR 111TH STREET AT ALL TIMES.
CONTRACTOR STAGING AND
ACCESS AREA (SEE NOTE 6)
SURVEY & CONST.
BASELINE
FEDERAL DUNE (TYP)
CONTRACTOR WORK LIMIT (TYP)
STA 335+00.01
L 197.88
STA 349+99.91
L 479.78
STA 344+99.89
L 458.19
N
D
A V
E
D
U
N
E D
R
T
H
S
T
T
H
T
H
D U
N E
S
T
S
T
T
H
EXISTING GROIN (TYP)
ATLANTIC OCEAN
STONE HARBOR
EXISTING CROSSOVER (TYP)
325+00
TOE OF SLOPE (TYP)
TIE INTO EXISTING
BERM ELEV. +7.25
AT STA. 335+00.01
LANDWARD EDGE
OF BERM (TYP)
SEAWARD EDGE
OF BERM (TYP)
M
H
W
M
H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
M H
W
MHW
MHW
MHW MHW
MHW
MHW
M H
W
M H
W
M
L W
M
L W
M
L W
M
L W
M
L W
M L W
M L W
M L W
M L W
M L W
M L W
M L W
MLW
MLW
MLW
MLW
MLW
MLW
MLW
MLW
GRADE FILL TO
MEET STONE ON
EXISTING GROIN
AT STA. 352+38.31
STA 352+38.31
L 365.95
LANDWARD EDGE OF
DUNE REPAIR (TYP)
EXISTING BULKHEAD (TYP)
SEAWARD TOE OF
FEDERAL DUNE (TYP)
LANDWARD TOE OF
FEDERAL DUNE (TYP)
330+00
DUNE GRASS
PLANTING (TYP)
(SEE NOTE 7)
D
2 3
C
4 5
A
B
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
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N G
M G
S J W
S J W
P H
I L A
D E
L P
H I A
S J W
O C
T
T
E X
T
C
A L
L
O
D
E D
D
U N
E
G
R A
A
N T
I N
G
H
A T
D
E D
N
O T
V
I S
E D
T
D
E D
A M
-W
B U
B
P
T E
M B
C
A
N
S
T A
T
O
S
T A d w g
P L
T A
T
O
S
T A
T O
W N
S E
N D
S
I N
L E
T
T
O
C
A P
E
M
L E
T
B E
A C
H
N
O U
R I S
H M
E N
T
C A
U
N T
Y
N
R S
E Y
C-110
PHILADELPHIA
PLAN - STA. 322+68 TO STA. 352+38
PLAN - STA. 322+68 TO STA. 352+38
NORTH
PLAN
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.
3. SEE SHEET C-301 FOR TYPICAL SECTIONS.
4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.
5. THE BEACHFILL CONSTRUCTION TEMPLATE AND STATION LIMITS AND DUNE REPAIR EXTENTS MAY BE REVISED
WITHIN THE CWL FOLLOWING RECEIPT AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS.
6. PUBLIC ACCESS SHALL BE MAINTAINED AT 123RD OR 111TH STREET AT ALL TIMES.
7. SEE SHEET C-501 FOR DUNE GRASS PLANTING DETAILS.
a a a
-5
-10
-15
-20
-25
110010009008007006005004003002001000
DISTANCE FROM BASELINE (FEET)
E L E
V A
T I O
N
E
T
N
A V
D
-5
-10
-15
-20
-25
SURVEY AND
CONSTRUCTION
EXISTING BEACH
CROSS SECTION
(VARIES)
D U
N
T E
R
L I N
E
MLW ELEV. -2.31
MHW ELEV. +1.65
ELEV. +7.25
ELEV. +14.75
FEDERAL DUNE
TEMPLATE
BEACHFILL TEMPLATE
LANDWARD EDGE OF BERM
SEAWARD EDGE OF BERM
TOE OF SLOPE VARIES
(SEE NOTE 8)
LANDWARD EDGE OF DUNE REPAIR
(VARIES - SEE NOTES 3 & 7)
VARIES
(SEE NOTE 3)
PROPOSED DUNE SLOPE
VARIES (SEE NOTE 7)
ELEV. +7.25
EXISTING BEACH
CROSS SECTION
(VARIES)
BEACHFILL TEMPLATE
SEAWARD EDGE OF BERM
TOE OF SLOPE VARIES
(SEE NOTE 8)
ELEV. +14.75
MLW ELEV. -2.31
MHW ELEV. +1.65
-5-5
-10-10
-15-15
-20-20
-25-25
1200110010009008007006005004003002001000
DISTANCE FROM BASELINE (FEET)
E L
E V
A T
I O
N
E
T
N
A V
D
D U
N
T E
R
L I N
E
FEDERAL DUNE
TEMPLATE
SURVEY AND
CONSTRUCTION
LANDWARD EDGE OF DUNE REPAIR
(VARIES - SEE NOTES 3 & 7)
VARIES
(SEE NOTE 3)
LANDWARD EDGE OF BERM
PROPOSED DUNE SLOPE
VARIES (SEE NOTE 7)
ELEV. +7.25
EXISTING BEACH
CROSS SECTION
(VARIES)
BEACHFILL TEMPLATE
SEAWARD EDGE OF BERM
TOE OF SLOPE VARIES
(SEE NOTE 8)
ELEV. +14.75
MLW ELEV. -2.31
MHW ELEV. +1.65
-5-5
-10-10
-15-15
-20-20
-25-25
1200110010009008007006005004003002001000
DISTANCE FROM BASELINE (FEET)
E L E
V A
T I O
N
E
T
N
A V
D
D U
N
T E
R
L I N
E
FEDERAL DUNE
TEMPLATE
SURVEY AND
CONSTRUCTION
VARIES
(SEE NOTE 3)
LANDWARD EDGE OF BERM
DUNE GRADING
(SEE NOTE 10)
15H:1V (AVALON)
20H:1V (STONE HARBOR)
3H:1V SLOPE
D
2 3
C
4 5
A
B
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
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
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C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N G
M G
S J W
S J W
P H
I L A
D E
L P
H I A
S J W
O C
T
D
U N
E
G
R A
D I N
G
T
Y P
I C
C
T I O
N
A
D D
E D
N
O T
V
I S
E D
T
E
A
D D
E D
A M
-W
B U
B
P
T E
M B
C
P
I C
C
T I O
B
E A
C H
F I L
L d w g
T Y
P I C
C
T I O
B
E A
C H
F I L
L
T O
W N
S E
N D
S
I N
L E
T
T
O
C
A P
E
M
L E
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B E
A C
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H M
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C A
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N
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E Y
C-301
PHILADELPHIA
NTS
TYPICAL SECTION - AVALON
TYPICAL SECTION - AVALON
NTS
TYPICAL SECTION - STONE HARBOR
TYPICAL SECTION - STONE HARBOR
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.
2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.
3. SEE SHEETS C-302 THROUGH C-305 FOR CROSS SECTIONS.
4. ALL CROSS SECTIONS ARE SHOWN ALONG THE SURVEY PROFILE LINES. CROSS SECTIONS ARE SHOWN LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.
5. THE BEACHFILL DISCHARGE PIPE SHALL BE PLACED ON THE OCEAN SIDE OF THE EXISTING DUNES AT ALL TIMES.
6. THE BEACHFILL SLOPE BELOW THE 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 REQUIREMENTS.
7. DUNE REPAIR REQUIRED IN AREAS WHERE THE AUTHORIZED FEDERAL TEMPLATE HAS ERODED OR AREAS WHERE THE EXISTING DUNE HAS EXPERIENCED SIGNIFICANT SCARPING. DUNE REPAIR LIMITS MAY BE REVISED
FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT CONDITION SURVEYS. THE DUNES SHALL BE REPAIRED TO A 5H:1V SLOPE AND SHALL BE PLANTED IN AREAS WHERE THE AUTHORIZED TEMPLATE HAS ERODED.
SEE SHEET C-501 FOR DUNE GRASS PLANTING DETAILS. THE DUNES SHALL BE REPAIRED TO A 3H:1V SLOPE IN AREAS THAT EXPERIENCED SIGNIFICANT SCARPING.
8. THE TOE OF SLOPE VARIES (SEE PLAN SHEETS C-103, C-104, C-108 THROUGH C-110, AND CROSS SECTION SHEETS C-302 THROUGH C-305 FOR TIE IN LOCATIONS).
9. THE 15H:1V AND 20H:1V BEACHFILL TEMPLATE SLOPE IS MEASURED PERPENDICULAR TO THE SEAWARD EDGE OF BERM. THE 5H:1V AND 3H1:V DUNE SLOPE IS MEASURED PERPENDICULAR TO THE DUNE CREST. EXACT
SLOPES ALONG THE SURVEY PROFILES MAY VARY DUE TO THE AZIMUTH ANGLES.
10. GRADE SCARPING ALONG THE SEAWARD SIDE OF THE DUNE AT 3H:1V SLOPE. REGRADED MATERIAL SHALL BE PLACED ON THE TOP OF THE EXISTING DUNE AS DIRECTED BY THE COR. DUNE GRADING AREAS MAY BE
REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-CONSTRUCTION SURVEYS. CONTRACTOR SHALL COORDINATE THE EXACT AREAS OF GRADING WITH THE COR DUE TO THE DYNAMIC CONDITIONS OF THE SITE. FOR
BIDDING PURPOSES, CONTRACTOR SHALL ASSUME GRADING FOR SCARP AREAS GREATER THAN 2 TO 4 FEET IN HEIGHT AND STEEPER THAN 3H:1V FROM STA. 30+00 TO STA. 65+00, STA. 290+00 TO STA. 310+00, AND STA.
333+00 TO STA. 345+00. DUNE GRASS PLANTING REQUIRED WITHIN THE DUNE GRADING LIMITS OF DISTURBANCE (OPTIONS 6 & 12). SEE SHEET C-501 FOR DUNE GRASS PLANTING DETAILS.
SCALE IN FEET
V: 10 5 0 10 20
H: 100 50 0 100 200
SCALE IN FEET
V: 10 5 0 10 20
H: 100 50 0 100 200
NTS
TYPICAL SECTION - DUNE GRADING
TYPICAL SECTION - DUNE GRADING
SCALE IN FEET
V: 10 5 0 10 20
H: 100 50 0 100 200 a a
FINISH GRADE
8" MIN
16"-18"
PLANT HEIGHT
CAPE AMERICAN BEACH GRASS
DUNE
9" STAGGER (TYP)
18" (TYP)
T
Y P
D
2 3
C
4 5
A
B
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
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
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C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
O
W N
D A
N G
M G
S J W
S J W
P H
I L A
D E
L P
H I A
-W
B U
B
T
O B
D E
T A
I L
S
D
U N
E
G
R A
A
N T
I N
G d w g
D E
T A
I L
S
D
U N
E
G
R A
A
N T
I N
G
T O
W N
S E
N D
S
I N
L E
T
T
O
C
A P
E
M
L E
T
B E
A C
H
N
O U
R I S
H M
E N
T
C A
U
N T
Y
N
R S
E Y
C-501
PHILADELPHIA
NTS
DETAIL - DUNE GRASS PLANTING
DETAIL - DUNE GRASS PLANTING
NTS
DETAIL - DUNE GRASS PLANTING LAYOUT
DETAIL - DUNE GRASS PLANTING LAYOUT
NOTES:
1. SEE SHEET C-001 FOR GENERAL INFORMATION.
| Sheets and Views |
| G-001 COVER SHEET |
| G-002 DRAWING INDEX SHEET |
| C-001 GENERAL INFORMATION SHEET |
| C-101 GENERAL PLAN - AVALON |
| GENERAL PLAN - AVALON |
| C-102 GENERAL PLAN - STONE HARBOR |
| GENERAL PLAN - STONE HARBOR |
| C-103 PLAN - STA.13+89 TO STA. 42+27 |
| PLAN - STA. 0+00 TO STA. 42+27 |
| C-104 PLAN - STA. 42+27 TO STA. 77+28 |
| PLAN - STA. 42+27 TO STA. 77+28 |
| C-107 PLAN - STA. 217+95 TO STA. 253+09 |
| PLAN - STA. 217+95 TO STA. 253+09 |
| C-108 PLAN - STA. 253+09 TO STA. 287+90 |
| PLAN - STA. 253+09 TO STA. 287+90 |
| C-109 PLAN - STA. 287+90 TO STA. 322+68 |
| PLAN - STA. 287+90 TO STA. 322+68 |
| C-110 PLAN - STA. 322+68 TO STA. 352+38 |
| PLAN - STA. 322+68 TO STA. 352+38 |
| C-301 TYPICAL SECTIONS - BEACHFILL |
| TYPICAL SECTION - STONE HARBOR |
| TYPICAL SECTION - AVALON |
| TYPICAL SECTION - DUNE GRADING |
| C-501 DETAILS - DUNE GRASS PLANTING |
| DETAIL - DUNE GRASS PLANTING |
| DETAIL - DUNE GRASS PLANTING LAYOUT |
| 2022-10-19T16:52:21-0400 | |
| MOFFATT.BARBARA.F.1228997893 |
| 2022-10-20T07:27:42-0400 | |
| CLAPP.CHRISTINE.D.1228846372 |
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