W912BU-19-B-0006-Dwgs-AM2.pdf
PDF 2 MB Posted
- Solicitation number
- W912BU-19-B-0006
About this file
Drawings
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
M L W
M L W
M
LW
M
LW
M
LW
M
LW
M
LW
M
LW
M
LW
M
LW
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
A
R
C
U
S
R
O
A
D
B i t
W
E
T
J
E
T
T
Y
C
A
P
Y
I N
L E
T
U.S. COAST GUARD TRAINING CENTER
ATLANTIC OCEAN
SURVEY AND CONSTR.
TOE OF SLOPE (TYP)
EXISTING ABANDONED
30" Ø DUCTILE IRON PIPE
STA. 12+02
821.0' LT
STA. 4+02
1084.0' LT
LANDWARD EDGE
OF BERM (TYP)
EXISTING CONCRETE
BUNKER
EXISTING 27" Ø
STORM DRAIN
EXISTING STONE AND
TIMBER GROIN
EXISTING STONE AND
TIMBER GROIN
SEAWARD EDGE
OF BERM (TYP)
GRADE FILL MATERIAL
INTO WEST EDGE OF JETTY
EXISTING TIMBER GROIN
11+00
12+00
13+00
14+00
15+00
BP: -5+00.00
N: 41606.98
E: 386315.79
PI: 1+72.54
N: 41275.15
E: 385730.81
PI: 6+24.49
N: 41052.18
E: 385337.69
PI: 10+03.33
N: 40865.29
E: 385008.15
STA. -0+44
995.4' LT
BEGIN FILL AREA 1
CONTRACTOR
WORK LIMIT
STA. -0+43
1214.9' LT
N 40626
E 386348
N 40488
E 385796
EXISTING CONCRETE PILES
BP: -5+00.00
N: 41606.98
E: 386315.79
PI: 1+72.54
N: 41275.15
E: 385730.81
PI: 6+24.49
N: 41052.18
E: 385337.69
PI: 10+03.33
N: 40865.29
E: 385008.15
PI: 0+03.2
N: 41358.70
E: 385878.10
SCALE: AS SHOWN
PLAN - STA. -5+00 TO STA. 15+66
100 50 0 100 200
SCALE IN FEET
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. THE BEACHFILL CONSTRUCTION TEMPLATE DESIGN (SEAWARD EDGE OF BERM) MAY CHANGE FOLLOWING RECEIPT
AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS. THE BASE BID STATIONS OF PLACEMENT AREAS WILL
NOT CHANGE BASED ON PRE-CONSTRUCTION SURVEYS.
6. MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED BETWEEN 04 SEP 2018 TO 08 SEP 2018.
7. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY AND CONSTRUCTION BASELINE.
8. THE CONTRACTOR SHALL COVER ALL DEBRIS LOCATED WITHIN THE LIMIT OF FILL AREA 1 (STA. -00+44 TO STA. 20+02).
9. EXISTING DEBRIS LOCATIONS HAVE BEEN APPROXIMATED AND ADDITIONAL DEBRIS MAY BE EXPOSED BY EROSION
BEFORE CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING DEBRIS.
10. ALL EXISTING FEATURES SHALL REMAIN.
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
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
C
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
F
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
D A
N G
M G
S J W
P G
S
S
J W
P H
I L A
D E
L P
H I A
S J W
R
E V
I S
A
T I O
N O
F F
S E
T
L
A B
E L
A M
-W
B U
B
C
A
N
S
T A
T
O
S
T A d w g
P L
T A
T
O
S
T A
C A
L E
T
T
O
L
O W
W
N S
H I P
B E
A C
H
N
O U
R I S
H M
E N
T
C A
Y
N
W
R S
E Y
C A
U
N T
Y
C-102
PHILADELPHIA
a a a a
AutoCAD SHX Text T
AutoCAD SHX Text W
AutoCAD SHX Text T
AutoCAD SHX Text W
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
AutoCAD SHX Text
NORTH
PLAN
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
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
M H
W
U.S. COAST GUARD TRAINING CENTER
R
O
A
D
M A
S S
A
V E
GYMNASIUM
CHASE AVE.
TENNIS
COURTS
BASEBALL
FIELD
B E
V E
F R
A S
E
B
I T
FOOTBALL AND
SOCCER FIELD
C U
R L E
W
R O
G R
A V
E L
BASEBALL
FIELD
D A
N M
A R
K
A
V E
E A
G E
L
A
V E
U.S. COAST GUARD TRAINING CENTER
ATLANTIC OCEAN
SURVEY AND CONSTR.
TOE OF SLOPE (TYP)
LANDWARD EDGE
OF BERM (TYP)
EXISTING TIMBER GROIN
EXISTING TIMBER GROIN
EXISTING TIMBER GROIN
SEAWARD EDGE
OF BERM (TYP)
CONTRACTOR STAGING AREA
(LOCATED AS DIRECTED BY
UNITED STATES COAST GUARD)
STA. 20+02
575.0' LT
END FILL AREA 1
CONTRACTOR ACCESS
TO AREA 1 (SEE NOTE 9)
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 46+00
47+00
48+00
49+00 50+00
PI: 20+03.64
N: 40609.52
E: 384041.10
PI: 30+03.99
N: 40320.14
E: 383083.52
PI: 40+04.28
N: 40030.85
E: 382125.97
CONTRACTOR
WORK LIMIT
N 40189
E 384139
N 39981
E 383492
N 40344
E 383286
N 40418
E 383250
N 40305
E 383226
N 40355
E 383021
N 40261
E 383160
N 40282
E 383193
N 39969
E 383451
N 39531
E 382615
N 39072
E 381851
PI: 20+03.64
N: 40609.52
E: 384041.10
PI: 30+03.99
N: 40320.14
E: 383083.52
PI: 40+04.28
N: 40030.85
E: 382125.97
SCALE: AS SHOWN
PLAN - STA. 15+66 TO STA. 50+67
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
100 50 0 100 200
SCALE IN FEET
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. THE BEACHFILL CONSTRUCTION TEMPLATE DESIGN (SEAWARD EDGE OF BERM) MAY CHANGE FOLLOWING RECEIPT
AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS. THE BASE BID STATIONS OF PLACEMENT AREAS WILL NOT
CHANGE BASED ON PRE-CONSTRUCTION SURVEYS.
6. MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED BETWEEN 04 SEP 2018 TO 08 SEP 2018.
7. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY AND CONSTRUCTION BASELINE.
8. THE CONTRACTOR SHALL BACKFILL ALL DEBRIS LOCATED WITHIN THE LIMIT OF FILL AREA 1 (STA. -00+44 TO STA. 20+02).
9. CONTRACTOR CONSTRUCTION EQUIPMENT SHALL ACCESS THE SITE FROM THE CONTRACTOR ACCESS TO AREA 1. THE
CONTRACTOR SHALL TRANSPORT EQUIPMENT AS NECESSARY ALONG THE BEACH BETWEEN AREA 1 AND 2 WITHIN THE
CONTRACTOR WORK LIMIT.
10. EXISTING DEBRIS LOCATIONS HAVE BEEN APPROXIMATED AND ADDITIONAL DEBRIS MAY BE EXPOSED BY EROSION
BEFORE CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING DEBRIS.
11. ALL EXISTING FEATURES SHALL REMAIN.
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
D A
N G
M G
S J W
P G
S
S
J W
P H
I L A
D E
L P
H I A
S J W
R
E V
I S
T
E
R
E F
E R
E N
C E
A M
-W
B U
B
C
A
N
S
T A
S
T A d w g
P L
T A
S
T A
C A
L E
T
T
O
L
O W
W
N S
H I P
B E
A C
H
N
O U
R I S
H M
E N
T
C A
Y
N
R S
E Y
C A
U
N T
Y
C-103
PHILADELPHIA
a a
AutoCAD SHX Text
STONES
AutoCAD SHX Text Healy
AutoCAD SHX Text Hall
AutoCAD SHX Text Picnic Shelter
AutoCAD SHX Text James
AutoCAD SHX Text Hall
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
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
M
H
W
NEW YORK AVE.
W I L M
I N
G T
E
B R
O O
K L
E
BEACH AVE.
B A
L T
I M
O R
E
A
V E
NEW JERSEY
AVE.
CITY OF CAPE MAY, N.J.
ATLANTIC OCEAN
SURVEY AND CONSTR.
TOE OF SLOPE (TYP)
LANDWARD EDGE
OF BERM (TYP)
STA. 68+24
366.0' LT
BEGIN FILL AREA 2
STA. 73+24
368.5' LT
STA. 80+02
151.0' LT
STA. 85+03
228.7' LT
END FILL AREA 2
EXISTING 36"Ø
DUCTILE IRON PIPE
INV. EL. = -2.78
EXISTING STONE
GROIN
EXISTING 48"Ø
DUCTILE IRON PIPE
INV. EL. = -2.76
EXISTING STONE SEAWALL
SEAWARD EDGE
OF BERM (TYP)
CONTRACTOR ACCESS
TO AREA 2 (SEE NOTE 8)
51+00
52+00
53+00
79+00
80+00
81+00
82+00
83+00
84+00
85+00
86+00
87+00
88+00
89+00
90+00
X
X
X
X
X
X
X
X
X
X
X
X
X
PI: 53+51.36
N: 39643.51
E: 380835.78
PI: 61+40.21
N: 38888.08
E: 381062.96
PI: 67+93.16
N: 38520.28
E: 380523.45
PI: 75+93.46
N: 38058.22
E: 379870.02
PI: 78+30.31
N: 37839.58
E: 379961.11
PI: 90+82.04
N: 37465.51
E: 378766.59
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
XX
X
X
X
X
X
EXISTING TIMBER BUILKHEAD
CONTRACTOR
WORK LIMIT
N 38710
E 381317
N 38390
E 380778
N 38280
E 380521
N 38275
E 380510
N 38727
E 380386
N 38730
E 380397
N 38113
E 380134
N 37885
E 380078
N 37803
E 379981
N 37668
E 379628
N 37516
E 379331
N 37043
E 379463
PEDESTRIAN
ACCESS RAMP
PI: 53+51.36
N: 39643.51
E: 380835.78
PI: 61+40.21
N: 38888.08
E: 381062.96
PI: 67+93.16
N: 38520.28
E: 380523.45
PI: 75+93.46
N: 38058.22
E: 379870.02
PI: 78+30.31
N: 37839.58
E: 379961.11
PI: 90+82.04
N: 37465.51
E: 378766.59
SCALE: AS SHOWN
PLAN - STA. 50+67 TO STA. 97+12
M A
T C
H L
I N
E M
A T
C H
L I N
E
R E
C
R E
C
100 50 0 100 200
SCALE IN FEET
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 SHEET C-302 CROSS SECTIONS.
5. THE BEACHFILL CONSTRUCTION TEMPLATE DESIGN (SEAWARD EDGE OF BERM) MAY CHANGE FOLLOWING RECEIPT
AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS. THE BASE BID STATIONS OF PLACEMENT AREAS WILL
NOT CHANGE BASED ON PRE-CONSTRUCTION SURVEYS.
6. MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED BETWEEN 04 SEP 2018 AND 08 SEP 2018.
7. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY AND CONSTRUCTION BASELINE.
8. THE CONTRACTOR ACCESS TO AREA 2 SHALL BE LIMITED TO PEDESTRIAN AND CONTRACTOR VEHICLE ACCESS.
ALL CONSTRUCTION EQUIPMENT SHALL ACCESS THE SITE FROM THE CONSTRUCTION ACCESS TO AREA 1.
9. ALL EXISTING FEATURES SHALL REMAIN.
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
D A
N G
M G
S J W
P G
S
S
J W
P H
I L A
D E
L P
H I A
S J W
R
E V
I S
T
E
R
E F
E R
E N
C E
A M
-W
B U
B
C
A
N
S
T A
S
T A d w g
P L
T A
S
T A
C A
L E
T
T
O
L
O W
W
N S
H I P
B E
A C
H
N
O U
R I S
H M
E N
T
C A
Y
N
R S
E Y
C A
U
N T
Y
C-104
PHILADELPHIA
a a
AutoCAD SHX Text
UP
AutoCAD SHX Text
LP
AutoCAD SHX Text
CB
AutoCAD SHX Text
FH
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text
UP
AutoCAD SHX Text
FP
AutoCAD SHX Text
FP
AutoCAD SHX Text
UP
AutoCAD SHX Text
ULP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
FH
AutoCAD SHX Text
UP
AutoCAD SHX Text
CB
AutoCAD SHX Text
LP
AutoCAD SHX Text
CB
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
CB
AutoCAD SHX Text S
AutoCAD SHX Text
UP
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
POST
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
UP
AutoCAD SHX Text
PARKING
AutoCAD SHX Text
COR
AutoCAD SHX Text
PARKING
AutoCAD SHX Text S
AutoCAD SHX Text
CB
AutoCAD SHX Text
UP-74
AutoCAD SHX Text H-8
AutoCAD SHX Text C-4-07
AutoCAD SHX Text
GUARD HOUSE
AutoCAD SHX Text 1"-2" PVC Buried
AutoCAD SHX Text
FP
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB
AutoCAD SHX Text S
AutoCAD SHX Text
POOL
AutoCAD SHX Text
CB
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
| Sheets and Views |
| C-102 PLAN - STA. -5+00 TO STA. 15+66 |
| PLAN - STA. -5+00 TO STA. 15+66 |
| C-103 PLAN - STA. 15+66 TO STA. 50+67 |
| PLAN - STA. 15+66 TO STA. 50+67 |
| C-104 PLAN - STA. 50+67 TO STA. 97+12 |
| PLAN - STA. 50+67 TO STA. 97+12 |
File details come from the government source that posted it.