W912BU-19-B-0013_Dwgs-AM1.pdf
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Amendment 0001
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| File | Type | Posted |
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| C.04.01.Copy_of_Bid_Abstract-19B0013.pdf | ||
| W912BU-19-B-0013_Specs-AM2.pdf | ||
| W912BU-19-B-0013_Dwgs-AM2.pdf | ||
| W912BU-19-B-0013_Specs-AM1.pdf | ||
| W912BU19B0013-Specs.pdf | ||
| W912BU19B0013-Dwgs.pdf |
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E 753000
E 755000
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E 754000
E 754000
REHOBOTH BEACH
DEWEY BEACH
REHOBOTH BAY
SILVER LAKE
DELAWARE SEASHORE STATE PARK
ATLANTIC OCEAN
F M
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
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F I
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C-101
PHILADELPHIA
GENERAL PLAN - REHOBOTH BEACH AND DEWEY BEACH
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.
4.THE CONTRACTOR ACCESS SHOWN FROM STA. 58+05 TO STA. 128+94 IS TO BE USED ONLY FOR THE
MOVEMENT OF EQUIPMENT FROM ONE AREA OF WORK TO ANOTHER. AT NO TIME CAN THIS AREA BE
USED FOR STORAGE OR STAGING. ALL OUTFALLS AND GROIN CROSSING SHALL BE PROTECTED WITH
MINIMUM OF 5 FEET OF COVER. BERM IS TO BE RESTORED TO PREVIOUS GRADE AT THE COMPLETION
OF WORK. SEE SPECIFICATION SECTION 01 50 00 FOR ADDITIONAL REQUIREMENTS.
NOTES:
LOCATION MAP - BORROW AREA
LOCATION MAP - BORROW AREA
a a a
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 500'
AutoCAD SHX Text
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 2000'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 1000'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
PLAN
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1ST STREET
H I C
K M
R
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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+
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68+00
71+
72+
73+00
74+00
75+00
76+00
77+00
78+00
79+00
80+00
E
TIE IN TO EXISTING
BERM AT +7.2
CONTRACTOR ACCESS
(SEE NOTE 5)
N: 259177.50
E: 753618.01
N: 259180.24
E: 753647.89
N: 261292.27
E: 753458.17
N: 261294.57
E: 753488.09
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
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E
M A
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D W
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SHEET NUMBER
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W
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C H
C-104
PHILADELPHIA
PLAN - STA. 45+45 TO STA. 80+53
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
E
R E
C
R E
C
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.
5. THE CONTRACTOR ACCESS SHOWN FROM STA. 58+05 TO STA. 128+94 IS TO BE USED ONLY FOR THE MOVEMENT
OF EQUIPMENT FROM ONE AREA OF WORK TO ANOTHER. AT NO TIME CAN THIS AREA BE USED FOR STORAGE OR
STAGING. ALL OUTFALLS AND GROIN CROSSING SHALL BE PROTECTED WITH MINIMUM OF 5 FEET OF COVER.
BERM IS TO BE RESTORED TO PREVIOUS GRADE AT THE COMPLETION OF WORK. SEE SPECIFICATION SECTION 01
50 00 FOR ADDITIONAL REQUIREMENTS. a a a
100'
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
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A P
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S T
R E
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C A
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CONTRACTOR
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EXIST. VEHICULAR
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SURVEY AND CONSTR.
EXIST. PEDESTRIAN
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E
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
CONTRACTOR ACCESS
(SEE NOTE 5)
N: 256611.90
E: 753969.41
N: 256607.79
E: 753939.69
N: 254259.98
E: 754253.52
N: 254264.27
E: 754283.21
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
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C-105
PHILADELPHIA
PLAN - STA. 103+66 TO STA. 138+67
PLAN - STA. 103+66 TO STA. 138+67
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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.
4. FOR CROSSOVER DETAILS, FENCE AND GRASS DETAILS, SEE SHEET C-501.
5. THE CONTRACTOR ACCESS SHOWN FROM STA. 58+05 TO STA. 128+94 IS TO BE USED ONLY FOR THE
MOVEMENT OF EQUIPMENT FROM ONE AREA OF WORK TO ANOTHER. AT NO TIME CAN THIS AREA BE
USED FOR STORAGE OR STAGING. ALL OUTFALLS AND GROIN CROSSING SHALL BE PROTECTED WITH
MINIMUM OF 5 FEET OF COVER. BERM IS TO BE RESTORED TO PREVIOUS GRADE AT THE COMPLETION OF
WORK. SEE SPECIFICATION SECTION 01 50 00 FOR ADDITIONAL REQUIREMENTS. a a a
100'
AutoCAD SHX Text 100'
AutoCAD SHX Text
AutoCAD SHX Text 50'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
NORTH
| Sheets and Views |
| C-101 GENERAL PLAN - REHOBOTH AND DEWEY BEACH |
| GENERAL PLAN - REHOBOTH BEACH AND DEWEY BEACH |
| LOCATION MAP - BORROW AREAS |
| 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 |
File details come from the government source that posted it.