B3_W912HY20B0007-Plans - Signed - 2020-02-11.pdf
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- Solicitation number
- W912HY20B0007
About this file
This federal contract opportunity notice solicits bids for a Gulf Intracoastal Waterway breakwater extension project in Aransas County, Texas. The U.S. Army Corps of Engineers, Galveston District requires construction of approximately 2,400 feet of rock breakwater, including 16,000 tons of rock, installation of warning signs, and options for additional 400-foot increments. The schedule requires completion within 98 days of the notice to proceed between October 15 and April 15. Liquidated damages of $2,288 per day will be assessed for delays. Bids are due by March 16, 2020 and award is estimated for April 2020. The solicitation will be unrestricted full and open competition for firms up to $39.5 million in size. Subcontracting goals include 50% for small business, with additional targets for small disadvantaged, woman-owned, HubZone, and veteran-owned small businesses. The project value is between $1-5 million under a firm fixed price contract.
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Other files
| File | Type | Posted |
|---|---|---|
| Abstract-W912HY20B0007-Signed.pdf | ||
| Amend-0001-W912HY20B0007.pdf | ||
| B3_W912HY20B0007-Specs - Signed - 2020-02-11.pdf |
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Text version
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Galveston, Texas
Corps of Engineers
U. S. Army Engineer District, Galveston
Office of the District Engineer
SOLICITATION NO.:
SWG FILE NO.:IWW 1150-1143
e c n el le cxE fo ret n e C
Coastal Navigation and Environmental Restoration
W912HY20B0007
GULF INTERCOASTAL WATERWAY, TX
ARANSAS NATIONAL WILDLIFE REFUGE (ANWR)
BENEFICIAL USE SITE (BUS) "B"
BREAKWATER EXTENSION
February 2020 employment as required by ER 1110-1-8152.
individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of
This project was designed by the Galveston District of the U.S. Army Corps
CHIEF, ENGINEERING BRANCH
WILLIE J. HONZA, P.E.
of Engineers U.S. Army Corps
Galveston District
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SCALE IN MILES
10 20 0 30
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AREA, AS DESCRIBED IN THE SPECIFICATIONS.
VERIFY ANY CURRENT OBSTRUCTIONS IN THE WORK
HAVE BEEN MOVED. SITE VISIT SHOULD BE MADE TO
TIME OF THE WORK, AS THOSE OBSTRUCTIONS MAY
THE IMAGES MAY NOT BE IN THAT LOCATION AS OF THE
UNLESS OTHERWISE NOTED. OBSTRUCTIONS VISIBLE IN
AGRICULTURE IMAGERY PROGRAM (NAIP), DATED 2016,
5. AERIAL IMAGERY SOURCED FROM THE NATIONAL
INTRACOASTAL WATERWAY.
4. WORKSITE CAN BE ACCESSED FROM THE GULF
CONDITIONS.
CONSTRUCTED. SEE SPECIFICATIONS FOR ADDITIONAL
BREAKWATER OR NEW BREAKWATER TO BE
DISTANCE SHOWN FROM THE TOE OF THE EXISTING
EXCAVATE THE BAY BOTTOM WITHIN THE MINIMUM
CONDUCT CONSTRUCTION ACTIVITIES, BUT DO NOT
FOR THE MANEUVERING OF PLANT, AND TO OTHERWISE
NECESSARY TO GAIN ACCESS TO THE WORKSITE, ALLOW
CHANNEL MAY BE MECHANICALLY EXCAVATED AS
STRUCTURE AS SHOWN ON DRAWING C-101. THE
WITHIN THE INTERIOR OF THE DELINEATED BREAKWATER
EXCAVATION OF AN ACCESS CHANNEL SHALL BE FROM
3. ACCESS TO THE WORKSITE REQUIRING THE
SOUTH-CENTRAL ZONE, U.S. SURVEY FEET.
STATE PLANE COORDINATE SYSTEM, NAD 83, TEXAS
2. HORIZONTAL CONTROL IS REFERENCED TO THE TEXAS
1. ELEVATIONS ARE REFERENCED TO NAVD 88, IN FEET.
LOCATION
PROJECT
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(SOME ELEMENTS SHOWN BELOW MAY NOT BE IN THIS PROJECT)PLAN LEGEND
LOCATION OF CROSS SECTION
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HORIZONTAL CONTROL POINT
CONE PENETROMETER (CPT) LOCATION
WARNING SIGN
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ADDITIONAL DETAILS.
LENGTH OF THE BREAKWATER ALIGNMENT. SEE SPECIFICATIONS FOR
STONE BREAKWATER AT 500 FEET INTERVALS ALONG THE ENTIRE
INSTALL NEW WARNING SIGNS 5 FEET FROM EXTERIOR TOE OF NEW
NOTE:
DURING EXCAVATION OF THE ACCESS CHANNEL.
ESTABLISH THE ACTUAL POSITION OF THE PIPELINE FOR AVOIDANCE
THE CONTRACTOR SHALL COORDINATE WITH THE PIPELINE OWNERS TO
NOTE:
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X =2,677,168.400
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Y=13268856.6226 X=2676011.2391
Y=13270755.4383 X=2679069.7516
Y=13271801.4640 X=2680754.5955
Y=13271651.8679 X=2681978.7718
Y=13273608.5827 X=2684163.1758
Y=13276134.4391 X=2685157.4954
Y=13277424.3342 X=2684322.7859
Y=13267695.7785 X=2674141.4280
EL.=2.68
Y=13274826.8600
X=2677041.0300
CODY
EL.=17.89
Y=13275544.3200
X=2681957.3300
PA 127
B U
S B B
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A K
W A
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L A
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SCALE IN FEET
0 500 1,000 1,500
PLAN
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
C .S . 1
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C .S . 1
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LEGEND
TIDE STAFF
BORING LOCATION
NEW WARNING SIGN
CROSS-SECTION LOCATION
STOCKPILE AREA
BREAKWATER
ACCESS CHANNEL
NEW
W
EXISTINGFUTURE NEW
W
C .S . 1
HORIZONTAL CONTROL POINT
Galveston District
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AKE
PLACEMENT AREA NO. 127
BENEFICIAL USE SITE B
S A N A
N
TO
N
IO
B
A Y
A N
D S
LIP
P R
IV
A
TE
R
A M P
94-204
94-205
94-206
94-207
94-208
94-209
94-210
94-211
94-212
94-213
94-214
94-215
10+00
P.I. STA. 15+36.41
P .I. S
T A . 4
.9
P .I. S
T A . 7
.5
P .I. S
T A . 8
.8
80+
P .O .E . S
T A . 1
.8
P.O.B. STA. 0+00.00
OPTION NO. 4
N A V D 88 E
L.=3.71
Y =13,275,073.310
X =2,677,168.400
P
ID
N
O . D
P
877 90038 B (False Live O
ak) TC O
O N
N A V D 88 E
L.=3.71
Y =13,275,073.310
X =2,677,168.400
P
ID
N
O . D
P
877 90038 B (False Live O
ak) TC O
O N
N A V D 88 E
L.=3.71
Y =13,275,073.310
X =2,677,168.400
P
ID
N
O . D
P
877 90038 B (False Live O
ak) TC O
O N
N A V D 88 E
L.=3.71
Y =13,275,073.310
X =2,677,168.400
P
ID
N
O . D
P
877 90038 B (False Live O
ak) TC O
O N
Y=13267695.7785 X=2674141.4280
Y=13268856.6226 X=2676011.2391
Y=13270755.4383 X=2679069.7516
EL.=17.89
Y=13275544.3200
X=2681957.3300
PA 127
Y=13273608.5827 X=2684163.1758
Y=13271651.8679 X=2681978.7718
Y=13276134.4391 X=2685157.4954
Y=13277424.3342 X=2684322.7859
EL.=2.68
Y=13274826.8600
X=2677041.0300
CODY
Y=13271801.4640 X=2680754.5955
SCALE IN FEET
0 500 1,000 1,500
PLAN
S
IG
N R
E P
A
IR
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O .4
Galveston District
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A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
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IWW 1150-1143SWG FILE NO. W912HY20B0007
SOLICITATION NO.:
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A re a E n g in e e r
R e s id e n t E n g in e e rA
D J
M D
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A N
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C h ie f, E n g in e e ri n g B ra n c h
F E
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C O
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-4
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E L E
V A
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E E
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0 5 10 15 20 25 30-5-10-15-20-25-30
-1
-2
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E L E
V A
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N I
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E E
T
N A
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-1
-2
-3
-4
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E L E
V A
T
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N I
N U .S F
E E
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N A
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0 5 10 15 20 25 30-5-10-15-20-25-30
106+00.00
-1
-2
-3
-4
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E L E
V A
T
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N I
N U .S F
E E
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N A
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-1
-2
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E L E
V A
T
IO
N I
N U .S F
E E
T
N A
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0 5 10 15 20 25 30-5-10-15-20-25-30
108+00.00
-1
-2
-3
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E L E
V A
T
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N I
N U .S F
E E
T
N A
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-1
-2
-3
-4
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E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
0 5 10 15 20 25 30-5-10-15-20-25-30
110+00.00
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
0 5 10 15 20 25 30-5-10-15-20-25-30
112+00.00
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
105+00.00
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
0 5 10 15 20 25 30-5-10-15-20-25-30
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
104+00.00
2.5
2.5
EL.-1.0' NAVD88
EL.+2.0' NAVD88
2' 3'
2' 2'
3' 2'
NATURAL GROUND
2.5
2.5
EL.+2.0' NAVD88
EL.-1.0' NAVD88
6'
2' 3'
2'
6'
2'
3' 2'
NATURAL GROUND
BLANKET STONE
GEOTEXTILE UNDER
BLANKET STONE
GEOTEXTILE UNDER
(1/2" TO 6")
BLANKET STONE
(1/2" TO 6")
BLANKET STONE
(40-650LBS)
RIPRAP
(40-650LBS)
RIPRAP
S T
A T
O
C R
O S
S S
E C
T
3. SOUNDINGS AS OF OCTOBER 2019
6. RESPONSIBLE SURVEYOR D. JOHNSON SECTION
2. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 5. REFER TO SHEET C-501 FOR TYPICAL CROSS
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS 4- DISTANCE ARE IN U.S. SURVEY FEET
NOTES:
Galveston District
G A
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G A
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N
A S S
H O
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D a te
R e v
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A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
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SOLICITATION NO.:
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A re a E n g in e e r
R e s id e n t E n g in e e rA
D J
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C h ie f, E n g in e e ri n g B ra n c h
F E
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0 5 10 15 20 25 30-5-10-15-20-25-30
114+00.00
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E E
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V A
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E E
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0 5 10 15 20 25 30-5-10-15-20-25-30
116+00.00
-1
-2
-3
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-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
0 5 10 15 20 25 30-5-10-15-20-25-30
118+00.00
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
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-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
0 5 10 15 20 25 30-5-10-15-20-25-30
120+00.00
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
0 5 10 15 20 25 30-5-10-15-20-25-30
122+00.00
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
0 5 10 15 20 25 30-5-10-15-20-25-30
124+00.00
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
EL.-1.0' NAVD88
2.5
2.5
EL.+2.0' NAVD88
EL.-1.0' NAVD88
EL.+2.0' NAVD88
2.5
2.5
2' 3'
2'
6'
2'
3' 2'
2' 3'
2'
6'
2'
3' 2'
NATURAL GROUND
NATURAL GROUND
BLANKET STONE
GEOTEXTILE UNDER
BLANKET STONE
GEOTEXTILE UNDER
(1/2" TO 6")
BLANKET STONE
(1/2" TO 6")
BLANKET STONE
(40-650LBS)
RIPRAP
(40-650LBS)
RIPRAP
S T
A T
O
C R
O S
S S
E C
T
IO
N
3. SOUNDINGS AS OF OCTOBER 2019
6. RESPONSIBLE SURVEYOR D. JOHNSON SECTION
2. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 5. REFER TO SHEET C-501 FOR TYPICAL CROSS
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS 4- DISTANCE ARE IN U.S. SURVEY FEET
Galveston District
G A
L V
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T O
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N G
IN
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T R
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T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
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SOLICITATION NO.:
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P A
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N D
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A re a E n g in e e r
R e s id e n t E n g in e e rA
D J
M D
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A N
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C h ie f, E n g in e e ri n g B ra n c h
F E
B R
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C O
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M Y
C O
M M
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E E
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N A
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0 5 10 15 20 25 30-5-10-15-20-25-30
126+00.00
-1
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V A
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-1
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E L E
V A
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E E
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0 5 10 15 20 25 30-5-10-15-20-25-30
128+00.00
-1
-2
-3
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E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
-1
-2
-3
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-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
0 5 10 15 20 25 30-5-10-15-20-25-30
130+00.00
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
0 5 10 15 20 25 30-5-10-15-20-25-30
132+00.00
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
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0 5 10 15 20 25 30-5-10-15-20-25-30
134+00.00
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
0 5 10 15 20 25 30-5-10-15-20-25-30
136+00.00
-1
-2
-3
-4
-5
E L E
V A
T
IO
N I
N U .S F
E E
T
N A
V D -8
EL.-1.0' NAVD88
2.5
2.5
EL.+2.0' NAVD88
EL.+2.0' NAVD88
2.5
2.5
EL.-1.0' NAVD88
NATURAL GROUND
NATURAL GROUND
6'
2' 2'
3' 2'3'2'
2' 3'
2'
6'
2'
3' 2'
BLANKET STONE
GEOTEXTILE UNDER
BLANKET STONE
GEOTEXTILE UNDER
(1/2" TO 6")
BLANKET STONE
(1/2" TO 6")
BLANKET STONE
(40-650LBS)
RIPRAP
(40-650LBS)
RIPRAP
S T
A T
O
C R
O S
S S
E C
T
IO
N
3. SOUNDINGS AS OF OCTOBER 2019
6. RESPONSIBLE SURVEYOR D. JOHNSON SECTION
2. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 5. REFER TO SHEET C-501 FOR TYPICAL CROSS
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS 4- DISTANCE ARE IN U.S. SURVEY FEET
Galveston District
G A
L V
E S
T O
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A S
C O
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S O
F E
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IN
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U .S
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M Y E
N G
IN
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R D
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T R
IC
T
G A
L V
E S
T O
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A S S
H O
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D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
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Drawing No.:
F il e
M o d e l
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T im e
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IW
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SOLICITATION NO.:
B R
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K W
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E N
S
IO
N B
E N
E F
IC
IA
L U
S E S
IT
E
B U
S "B
A
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N S
A S N
A T
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N A
L W
IL
D
L
IF
E R
E F
U G
E
A N
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C O
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T A
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N A
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A re a E n g in e e r
R e s id e n t E n g in e e rA
D J
M D
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A N
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C h ie f, E n g in e e ri n g B ra n c h
F E
B R
U A
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C O
L O
N E
L
U .S
A R
M Y
C O
M M
A N
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IN
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H Y R
V A
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H E D
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N U .S F
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0 5 10 15 20 25 30-5-10-15-20-25-30
138+00.00
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E L E
V A
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0 5 10 15 20 25 30-5-10-15-20-25-30
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E L E
V A
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IO
N I
N U .S F
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N A
V D -8
NATURAL GROUND
EL.-1.0' NAVD88
EL.+2.0' NAVD88
EL.-1.0' NAVD88
EL.+2.0' NAVD88
2.5
2.5
2.5
2.5
BLANKET STONE
GEOTEXTILE UNDER
BLANKET STONE
GEOTEXTILE UNDER
2' 3'
2'
6'
2'
3' 2'
2' 3'
2'
6'
2'
3' 2'
(1/2" TO 6")
BLANKET STONE
(1/2" TO 6")
BLANKET STONE
(40-650LBS)
RIPRAP
(40-650LBS)
RIPRAP
S T
A T
O
C R
O S
S S
E C
T
3. SOUNDINGS AS OF OCTOBER 2019
6. RESPONSIBLE SURVEYOR D. JOHNSON SECTION
2. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 5. REFER TO SHEET C-501 FOR TYPICAL CROSS
1. CROSS SECTIONS VIEWED LOOKING TOWARDS INCREASING STATIONS 4- DISTANCE ARE IN U.S. SURVEY FEET
Galveston District
G A
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S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
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Drawing No.:
F il e
M o d e l
N a m e
C -5
B y
M
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M D a te
T im e
W
C A
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IW
W -1
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R B re a k w a te r
B E x te n s io n P L A
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IWW 1150-1143SWG FILE NO. W912HY20B0007
SOLICITATION NO.:
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X T
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N B
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A re a E n g in e e r
R e s id e n t E n g in e e rA
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C h ie f, E n g in e e ri n g B ra n c h
F E
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2'
3'
6'
2'
2'
3'2'
1' 1'
1'
1'
1'
1' 1' 1'
1'
2.5'
1'
2.5'
EXISTING
GROUND
BLANKET STONE
RIPRAP
STOCK PILE
(ACCESS CHANNEL MATERIAL)
EXISTING
GROUND
GEOTEXTILE
VARIES
VARIES
END SECTION TEMPLATE
ONE HALF OF FULL TEMPLATE
END SECTION TEMPLATE
ONE HALF OF FULL TEMPLATE
EL.+2.0' NAVD88
EL.-1.0' NAVD88
TYPICAL SECTION - BREAKWATER, ACCESS CHANNEL, AND STOCKPILE
NOT TO SCALE
T Y
P
IC
A L S
E C
T
30' MINIMUM30' MINIMUM
80' MAXIMUM
MAXIMUM ALLOWABLE
ACCESS CHANNEL
(NOT TO EXCEED
EL. -9' NAVD 88)
Galveston District
G A
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A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
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Drawing No.:
F il e
M o d e l
N a m e
B -1
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M D a te
T im e
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IWW 1150-1143SWG FILE NO. W912HY20B0007
SOLICITATION NO.:
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A re a E n g in e e r
R e s id e n t E n g in e e rA
D J
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C h ie f, E n g in e e ri n g B ra n c h
F E
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C O
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U .S
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H E D
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SPT
SPT
SPT
SPT
SPT
SPT
W.S.
W.S.
W.S.
W.S.
W.S. W.S.
W.S. W.S.
OF THE YEAR SAMPLED, FOLLOWED BY A SEQUENTIAL NUMBER OF THE SAMPLE TAKEN IN THAT YEAR.
6. DATE OF SAMPLING IS REPRESENTED IN THE BORING NUMBER. THIS CONSISTS OF THE LAST 2 DIGITS
REFERENCE TO STATIONS ALONG THE GULF INTRACOASTAL WATERWAY.
5. SOIL BORING ELEVATIONS ARE AS SHOWN ABOVE. HORIZONTAL LOCATIONS CAN BE FOUND ABOVE IN
ENCOUNTERED IN THE FIELD AT THE TIME OF CONSTRUCTION.
WATER SURFACE LEVELS INDICATED ON THE LOG OF BORING SHEETS AND WATER SURFACE LEVELS
ENVIRONMENTAL FACTORS. THEREFORE, SOME VARIATION SHOULD BE ANTICIPATED BETWEEN
FLUCUATE DEPENDING ON WEATHER CONDITIONS, SEASON, TIDE BEHAVIOR, AND OTHER
AT THE TIME OF DRILLING. WATER SURFACE ELEVATIONS SHOWN ABOVE THE BORINGS ARE LIKELY TO
4. WATER SURFACE LEVELS SHOWN ABOVE BORING LOGS ARE APPROXIMATE BASED ON TIDE ACTIVITY
SPLIT SPOON SAMPLER DURING PERFORMANCE OF STANDARD PENETRATION TESTING.
WHERE COHESIONLESS MATERIALS WERE ENCOUNTERED, DISTURBED SAMPLES WERE TAKEN WITH A
WITH A 3-INCH DIAMETER THIN WALL SAMPLER WHERE COHESIVE MATERIALS WERE ENCOUNTERED.
3. BORINGS WERE DRILLED USING HOLLOW STEM AUGERS. UNDISTURBED SAMPLES WERE RECOVERED
FOOT OF PENETRATION FROM STANDARD PENETRATION TESTING.
EXPRESSED IN WHOLE NUMBERS REPRESENT THE STANDARD PENETRATION TESTING IN BLOWS PER
WEIGHT, LIQUID LIMIT, AND PLASTIC LIMIT (MC-UDW and LL-PL). FIGURES TO THE LEFT OF BORING LOGS
2. NUMBERS TO THE RIGHT OF BORING LOGS ARE WATER CONTENTS IN PERCENT OF THE DRY UNIT
SAMPLING.
CLASSIFICATION, POCKET PENETROMETER TESTS, AND PENETRATION RESISTANCE DURING
ESTIMATED UNDISTURBED SHEAR STRENGTH OF THE MATERIAL AS DETERMINED BY VISUAL
AS SOFT, MEDIUM, FIRM, STIFF, HARD, LOOSE, DENSE, ETC., ARE RELATIVE TERMS BASED ON
ENGINEERING PURPOSES (UNIFIED SOILS CLASSIFICATION SYSTEM)". CONSISTENCY OF SOILS SUCH
1. SOILS HAVE BEEN CLASSIFIED IN ACCORDANCE WITH ASTM 2487-93 "CLASSIFICATION OF SOILS FOR
NOTES;
SM SILTY SANDS, SAND-SILT MIXTURES.
SC CLAYEY SANDS, SAND-CLAY MIXTURES.
LABORATORY CLASSIFICATIONS:
CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS.
CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, LEAN CLAYS.
ML INORGANIC SILTS AND VERY FINE SANDS, WITH SLIGHT PLASTICITY.
SP POORLY GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES.
Cl Clay(ey)
Gy Gray(ish)
Lt Light
Sd Sand(y)
V Very
Bn Brown(ish)
H Hard
R Red(dish)
So Soft
Dk Dark
Med Medium
Bl Black
D Dense
Db Debris
Fl Fill
Frag Fragment(s)
L Loose
Ly Layer(s)
Mat Material
N.Rec No Recovery
Tn Tan(nish)
W With
Rts Root(s)Odor D-Odr Distinct
VISUAL CLASSIFICATIONS:
S Stiff
Poc Pocket(s)
Slks Slicken Sides F Firm
Calc Calcareous
Nod Nodules
Ol Olive
Sh Shell(y)
Si Silt(y)
Sms Seams
W.O.H. Weight of Hammer W.O.P. Weight of Pipe
SiSd,L,Gy
SiSd,W/ShFrag,L,Gy
W.O.P.
W.O.P.
W.O.H.
W.O.H.
SPT
W.O.H.
SiSd,W/ShFrag,VL,Gy
W.O.H.
W.O.P.
W.O.H.
W.O.P.
W.O.P.
W.S. W.S.
SiSd,W/ShFrag,VL,Gy
SiSd,VL,Gy
SiSd,VL,Gy
SiSd,VL,Gy
SiSd,VL,Gy
SiSd,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,VL,Gy
SiSd,VL,Gy
SiSd,VL,Gy
W.O.P.
W.O.H.
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
W.O.P.
W.O.H.
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,VL,Gy SiSd,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,L,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy SiSd,W/ShFrag,L,Gy SiSd,W/ShFrag,L,Gy
SiSd,W/ShFrag,L,Gy
SiSd,W/ShFrag,L,Gy
SiSd,W/ShFrag,L,Gy
SiSd,W/ShFrag,L,Gy
SiSd,W/ShFrag,L,Gy
SiSd,W/ShFrag,L,Gy
SiSd,L,Gy
SiSd,L,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,VL,Gy
SPT MC-UDW,LL-PL
W.O.P.
SPT MC-UDW,LL-PL
SiSd,W/ShFrag,VL,Gy W.O.P.
W.O.H.
52-67, 62-25, 43-
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
Cl,W/SdPoc&ShFrag,VSo,Gy
Cl,W/SdPoc&ShFrag,VSo,Gy
W.O.P.
W.O.H.
SPT MC-UDW,LL-PL
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
43-78, 44-21, 43-
45-
W.O.P.
W.O.H.
SPT MC-UDW,LL-PL
SiSd,W/ShFrag,VL,Gy
14-111, 26-15, 38-
SiSd,W/ShFrag,VL,Gy
SiSd,W/ShFrag,VL,Gy
SiSd,VL,Gy
SiSd,VL,Gy
SdCl,VSo,Gy
SdCl,So,Gy
SdCl,VSo,Gy SdCl,VSo,Gy
SdCl,VSo,Gy48-73, 45-20, 43-76, 47-20, 49-
W.S. W.S.
SdCl,VSo,Gy
SdCl,VSo,Gy
SdCl,VSo,Gy
SiSd,VL,Gy
SiSd,VL,Gy
SiSd,W/ShFrag,MedD,Gy
SiSd,W/ShFrag,MedD,Gy
SP-SM
SP-SM
SP-SM
SP-SM
94-208 94-209 94-210
94-211 94-212 94-213 94-214 94-215
1121.00 FT. LT. 2296.00 FT. LT. 2287.00 FT. LT.
3286.00 FT. LT. 3264.00 FT. LT. 2101.00 FT. LT. 769.00 FT. LT. 1591.00 FT. LT.
94-204
-10
-20
-30
94-205 94-206 94-207
1558.00 FT. LT.903.00 FT. LT. 1150.00 FT. LT. 2023.00 FT. LT.
-10
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-30
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Sta. 1132+448.97 Sta. 1131+041.39 Sta. 1129+658.17 Sta. 1128+302.16 Sta. 1127+532.68 Sta. 1125+793.09 Sta. 1123+309.16
Sta. 1123+362.23 Sta. 1120+814.16 Sta. 1120+415.46 Sta. 1119+824.09 Sta. 1118+685.90
-10
-20
-30
-10
-20
-30
BENEFICIAL USE SITE "B" (BORING LOGS 94-204 TO 94-215)
B O
R
IN
G L
O G
S
ALUMINUM COMPONENTS
STEEL FASTENERS AND
BETWEEN STAINLESS
NYLON FLAT WASHERS
of Engineers U.S. Army Corps
Galveston District
G A
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G A
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T O
N
A S S
H O
W N
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
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Drawing No.:
F il e
M o d e l
N a m e
S -1
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M D a te
T im e
W
C A
D D p ro je c ts
IW
W -1
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N W
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B E x te n s io n P L A
N S -S
C
IW
W -1
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C O
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S-101
A N
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M
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H P
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IWW 1150-1143SWG FILE NO. W912HY20B0007
SOLICITATION NO.:
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C h ie f, E n g in e e ri n g B ra n c h
F E
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POST
SCREWS OR PREAPPROVED EQUAL
#10 x 1-1/2" STAINLESS STEEL
PLASTIC PILE CAP AND (4)
NON-SPLICED PILING
MINIMUM 10" DIA. WOODEN
(VARIES BASED ON LOCATION)
MEAN HIGH WATER SURFACE
SUBSTRATE SURFACE
SIGN TO POST CONNECTIONS
N.T.S.
DETAIL
N.T.S.
SINGLE POST SIGN
DETAIL - A
CONNECTIONS
SIGN TO POST
SEE DETAIL-A FOR
MINIMUM 1" LAP
STAINLESS STEEL STAPLES.
SECURED WITH (4) 1/2"
6" WHITE REFLECTIVE TAPE
BRACKET
L-RAIL/
ALUMINUM
3" X 3" X 1/4"
SIGN PANEL
1/8" ALUMINUM
WASHERS
STEEL BOLT, NUT, AND
5/8" TYPE 316 STAINLESS
WASHERS
PILING, NUT, AND
BOLT THROUGH
STAINLESS STEEL
3/4" TYPE 316
N.T.S.
SIGN TYPE WWA-22
9. WARNING SIGN SHALL BE SIGN TYPE WWA-22 WITH A LEGEND SIZE (A) OF 3"
8. BOLT ENDS SHALL NOT EXTEND MORE THAN 1" BEYOND NUT AND WASHER.
FOR MOUNTING.
7. THE CONTRACTOR SHALL NOT SPLIT THE ENDS OF THE TIMBERS WHEN DRILLING HOLES
OF THE SIGN.
6. THE CONTRACTOR SHALL NOT IMPACT THE MESSAGE AREA OR REFLECTIVE SURFACES
5. SIGN(S) MUST BE CENTERED ON SINGLE PILE.
PILING NATURALLY WITHOUT HAVING TO MODIFY THE CAP OR POST IN ANY WAY.
4. PLASTIC PILE CAP SHALL BE EQUAL TO THE TOP EDGE OF THE SIGN (+/- 6") AND SHALL FIT
VANDAL PROOFED.
3. BORE BOLT HOLES 1/8" LARGER THAN DIAMETER OF BOLT. ALL FASTERNERS MUST BE
PROTECTION AGAINST MARINE BORERS.
2. ALL PILINGS MUST BE COATED WITH A SEAMLESS POLYMER MEMBRANE THAT PROVIDES
1. ALL PILINGS AND TIMBER MUST BE PRESSURE TREATED LUMBER.
NOTES:
EXAMPLE
WITH NUT AND WASHERS
AND ATTACHED TO L-RAIL
THROUGH SIGN PANEL
BOLT, NUT, AND WASHERS
1/4" STAINLESS STEEL
39"
V
A R
IE
S
ON LOCATION
VARIABLE BASED
V A
R
IE
S
E.L. 7.0' NAVD88
.5
REQUIRED PER POST
TWO WARNING SIGNS
DEPTH BELOW FIRM SUBSTRATE
MINIMUM 10' PENETRATION
W A
R
IN
G S
IG
N T
Y P
IC
A L
| W912HY20B0007-PLANS |
| GENERAL |
| G-001 COVER SHEET |
| G-002 LOCATION PLAN, VICINITY MAP |
| G-003 INDEX OF DRAWINGS, GENERAL NOTES, AND CONTROL TABLES |
| CIVIL-SITE |
| C-101 PLAN ANWR BUS B BREAKWATER EXTENSION AREA |
| C-102 OPTION 4 - SIGN REPAIR |
| C-301 CROSS SECTIONS STA. 104+00 TO STA. 112+00 |
| C-302 CROSS SECTIONS STA. 114+00 TO STA. 124+00 |
| C-303 CROSS SECTIONS STA. 126+00 TO STA. 136+00 |
| C-304 CROSS SECTIONS STA. 138+00 TO STA. 140+00 |
| C-501 TYPICAL SECTION BREAKWATER |
| GEOTECHNICAL |
| B-101 LOGS OF BORING |
| STRUCTURAL |
| S-101 WARNING SIGN DETAILS |
| 2020-02-11T14:32:33-0600 | |
| HONZA.WILLIE.J.1231036136 |
File details come from the government source that posted it. Updated .