Plans- W912P823B0022_Part 4 of 4.pdf
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- Solicitation number
- W912P823B0022
About this file
This solicitation is for a single firm fixed price construction contract to perform clay core and geotube repairs on the Grand Isle dune in Louisiana post Hurricane Ida. Work includes excavation and fill, placement of geotextile and clay, and sand cover atop the entire dune alignment, as well as incidental work like dune planting, sand fencing, and timber crossings. The estimated value is between $25-100 million. The solicitation was issued by the Army Corps of Engineers New Orleans District as an unrestricted procurement open to any responsible source. The NAICS code is 237990. Questions are due by June 6, 2023 and the solicitation documents are available on SAM.gov. Offerors are encouraged to register as interested vendors on SAM.gov and post subcontracting opportunities on SBA Subnet. Firms must be registered in SAM to receive an award. The contract specialists are Calvin Fogle at 504-862-1753 and Margaret Maine at 504-862-2211.
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TOP EDGE OF CUT
3,500' WIDTH AND 7,000' LENGTH
SURVEY BASELINE
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5. REFER TO SHEET B-01 TO B-12 FOR BORROW BORING INFORMATION.
4. REFER TO SHEETS C-45 TO C-47 FOR BORROW CROSS SECTIONS.
3. ALL SECTIONS SHALL REFERENCE THE BORROW BASELINE PROVIDED WITH SHOTS TAKEN ON 20' INTERVALS.
OR AS FAR AS NECESSARY TO PROPERLY MEASURE THE AMOUNT OF MATERIAL REMOVED.
CUT PERFORMED AND AT THE END OF THE CUT. SECTIONS SHALL EXTEND 100' BEYOND EDGE OF CUT ON EACH SIDE,
2. CONTRACTOR SHALL PERFORM BEFORE AND AFTER DREDGE CROSS SECTIONS AT 100' INTERVALS FOR EACH
MOVING ON TO THE NEXT CUT. APPROXIMATELY 2,800,000 CY ARE AVAILABLE IN BARATARIA BORROW PIT.
1. DREDGING SHALL BE PERFORMED TO THE FULL LIMITS AND REQUIRED DEPTH IN EACH PROPOSED CUT PRIOR TO
NOTES:
1V:2 0H1V:20H
REQUIRED DEPTH EL. -16.0' (NAVD88)
EL. RANGES -10' TO -15'
N.T.S.
THEORETICAL BORROW SECTION
C -4
Y=279106.94
X=3725719.04
Y=276975.13
X=3722940.82 Y=271422.41
X=3727201.59
Y=273554.22
X=3729979.81
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SEE SHEET C-49
CABLE GATE
BLOCK PAVEMENT
6'' ARTICULATED CONCRETE
EDGE OF BLOCK
GEOTEXTILE FABRIC
CONSTRUCTED DUNE/BEACH GRADE
SAND FILL
2.0'
6'' ARTICULATED CONCRETE BLOCK PAVEMENT
APPROX EL. 7.5'
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ARTUCULATED CONCRETE BLOCK SPECIFICATIONS
NUMBER
BLOCK
WEIGHTS
LBS
UNIT WEIGHT
LBS. PER SQ. FT.
SYSTEM WEIGHT
SQ. FT.
COVERAGE
UNIT
AREA
OPEN
H-600-0C 45-53 45-53 1.0 25
16"
12"
6"
D. DIMENSIONAL TOLERANCE ± 1/8''
C. MAXIMUM ABSORBTION - 7%
B. MAXIMUM COMPRESSIVE STRENGTH - 4,000 PSI
A. CONCRETE UNIT WEIGHT 130-150 LBS/CF
WITH ASTM C90 AND THE FOLLOWING CRITERIA.
SHORELOC UNITS ARE MANUFACTURED IN ACCORDANCE 1.
TECHNICAL SPECIFICATIONS:
WITHIN EXISTING ROW AS DETERMINED BY ACTUAL FIELD CONDITIONS.
SLOPE ON LAND SIDE RAMP WILL BE VARIED AS NECESSARY TO STAY 3.
DETAIL SHOWN REPRESENTS RIGHT HAND ORIENTATION. 2.
SIGN WILL BE PLACED AT EACH LOCATION.
SHEET C-01 TO C-02 SHOWS LOCATIONS OF CROSSOVERS. PUBLIC NOTICE 1.
NOTES:
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GULF SIDELAND SIDE
EMERGENCY VEHICLE CROSSOVER PLAN
1V:3H 10.0'
1V:10H
1V:10 H
DUNE
CL
LAND SIDE GULF SIDE
45°
PROFILE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
ARTICULATED CONCRETE BLOCK DETAIL
45° 45°
2.7' 2.7'
12.0'
SECTION
NOT TO SCALE
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6'-9"
6"
3'-10"
DETAIL "A"
1/2" GALVANIZED WIRE CABLE
DETAIL "B"
3" LETTERS
SIGN WITH
TREATED WOOD
4" x 4" PRESSURE
TREATED WOOD
4" x 4" PRESSURE
EYE BOLT
3/8" x 6" GALVANIZED
EYE BOLT
3/8" x 6" GALVANIZED
6 SETS OF KEYS PER LOCK
ALL LOCKS KEYED ALIKE
CABLE CLAMPS
TWO 1/2" GALVANIZED
CABLE CLAMPS
TWO 1/2" GALVANIZED
4" x 4" PRESSURE TREATED WOOD POST
4" x 4" PRESSURE TREATED WOOD POST
6'- 9"
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3" 3" 3" 3"
NOTES:
CABLE GATE DETAIL
NTS NTS NTS
DETAIL "A" DETAIL "B"
CABLE CLIP DETAIL
NTS
TO DETERMINE WHICH CLIP TO USE
IT IS UP TO THE CONTRACTOR
NOTE:
(NOT TO BE USED FOR SLINGS)
WIRE ROPE CLIP SPACING
U-BOLT CLIP FIST GRIP CLIP
THIMBLETHIMBLE
END OF ROPE.
U-BOLT OF ALL CLIPS ON DEAD
NEVER STAGGER CLIPS.
LIVE END OF ROPE.
NEVER PUT U-BOLT OF CLIP ON
C/L
RAMP
C/L
POST
C/L
POST
AUTHORIZED
VEHICLES ONLY
LOCATED WITHIN ROW.
DETERMINED BUT MUST STRADDLE THE ACB AND BE
5) LOCATION OF GATE AND PUBLIC SIGN WILL BE FIELD
THE ORIGINAL KEY(S).
4) KEY SET TO BE SUBMITTED SHALL INCLUDE
LOCKED FOR THE LIFE OF THE CONTRACT.
3) ONCE INSTALLED, THE CABLE SHALL REMAIN
TO THE REQUIRMENTS OF ASTM A 603.
2) WIRE ROPE SHALL CONFORM
WITH LETTER STYLE HELVETICA BOLD.
BLACK ON A REFLECTIVE WHITE BACKGROUND,
6061-T6 ALUMINUM. THE LETTERING SHALL BE
1) THE SIGN SHALL BE CONSTRUCTED OF 12 GAUGE
48"
24" SIGN
ALUMINUM
SIGN POST
6' U-CHANNEL24"
24"
PHYSICAL DISABILITIES.
DROP-OFF OF VISITORS WITH
USE ONLY AND TEMPORARY
CROSSOVERS FOR OFFICIAL
PUBLIC NOTICE:
1:
G A
T E
A N
D S
IG
N
D E
T A
IL
C-49
DRAWINGS.
ORDERING OF MATERIALS AND PREPARATION OF THE REQUIRED SHOP
PILE INSTALLATION. THIS SHALL BE ACCOMPLISHED PRIOR TO
THE GEOTUBES TO ENSURE THAT THEY SHALL NOT BE SEVERED BY THE
3. THE CONTRACTOR SHALL POSITIVELY DETERMINE THE LOCATION OF
THE PURCHASE, FABRICATION, OR ERECTION OF ANY MATERIALS.
ATTENTIONOF THE CONTRACTING OFFICER FOR RESOLUTION PRIOR TO
UNUSUAL CONDITIONS OR DESCREPANCIES SHALL BE BROUGHT TO THE
CONDITIONS, DIMENSIONS, ELEVATIONS AND ANGLES IN THE FIELD. ANY
2. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL EXISTING
CONSTRUCTION.
WHICH THE STRUCTURE MAY BE SUBJECTED TO DURING
1. PROVIDE TEMPORARY BRACING AS REQUIRED TO SUPPORT LOADS TO
GENERAL NOTES:
THE SIZES INDICATED, SURFACED 4 SIDES (S4S).
1. ALL TIMBER SHALL BE SOUTHERN PINE OR AN APPROVED EQUAL OF
TIMBER FRAMING:
ITEM
SIZE (IN)
NOMINAL
(1)
GRADE
(1)
RATE (MSR) GRADE
MACHINE STRESS TREATMENT
CATEGORY
AWPA USE
LEVEL & TREATMENT (2)
PRESERVATIVE RETENTION
GUARD RAILING
DECKING AND 2X6 No. 1 1050f-1.6E UC4A
2X8 No. 1 1250f-1.6E UC4A
4X4 No. 1 1500f-1.6E UC4A
2X4 No. 1 1500f-1.6E UC4A
3X8 No. 1 1250f-1.6E UC4C
3X10 No. 1 1050f-1.6E UC4B
GUARD RAIL CAPS
GUARD RAIL POSTS
RAIL BRACES
BLOCKING
STRINGERS AND
SPLIT CAPS
CROSS BRACING
MCA
0.31 pcf CA or 0.23 pcf µCA-C, MCA
0.31 pcf CA or 0.23 pcf µCA-C, MCA
0.31 pcf CA or 0.23 pcf µCA-C, MCA
0.31 pcf CA or 0.23 pcf µCA-C,
0.60 pcf CCA
0.60 pcf CCA
2.5 pcf CCA
2X12 No. 1 1050f-1.6E UC4B
MCA=Micronized Copper Axole, pcf=pounds per cubic foot.
Azole, Copper Dispersed µCA-C= Arsenate, Copper Chromated CA= (2)
(1) CONTRACTOR MAY USE EITHER VISUAL GRADE OR MSR GRADE.
WOOD SCREW ATTACHMENT SCHEDULE
ITEMS ATTACHED
WOOD SCREWS
NUMBER OF SDS
TO 4X4 POST
2X8 GUARD RAIL CAP
TO 2X6 TOP RAIL
2X8 GUARD RAIL CAP
4X4 POST
2X4 BRACE TO
2X6 BLOCK
2X4 BRACE TO
DECKING
2X6 BLOCK TO
2X12 STRINGER
2X12 BLOCKING TO
2 EA
2 EA
2 EA
1 EA AT 9”O.C.
4EA
CONNECTION
4 EA AT EACH
TIE”, STRONG DRIVE SDS STRUCTURAL WOOD SCREWS, SIZE ¼X3.
STRONG “SIMPSON EMPLOY SHALL CONNECTIONS SCREW OTHER 4.
WOOD DECKING SCREWS, SIZE #10X3 ½”AS INDICATED.
HEAD BUGLE TIE”, STRONG “SIMPSON EACH 3 WITH STRINGER 2X12 EACH
TO ATTACHED BE SHALL MEMBER DECK 2X6 EACH SCREWS. DECK 3.
STRONG-TIE”.
“SIMPSON BY MANUFACTURED AS BE SHALL CONNECTORS SCREWS ALL
STEEL. STAINLESS A-316 ASTM BE SHALL SCREWED, OR BOLTED EITHER
CONNECTIONS, ALL FOR MATERIAL SPLITTING. PREVENT TO EFFORT °AN
IN CONNECTIONS SCREWED ALL FOR DRILLED BE SHALL HOLES PILOT
INDICATED. AS SCREWS OR BOLTED BE SHALL CONNECTIONS ALL 2.
NOT OCCUR OVER THE SAME PILE CAP.
DO SPLICES ADJACENT TWO THAT SO ALTERNATED BE SHOULD SPLICES
LAP POSSIBLE, WHEN CAPS. PILE OVER OCCUR MUST SPLICES SCAB 6.
INDICATED SHALL ALL BE STAINLESS STEEL ASTM A316 MATERIAL.
AS NUTS AND WASHERS, PLATE WASHERS, OGEE BOLTS, CARRIAGE 5.
G E
N E
R A
L N
O T
E S
T
IM
B E
R
A N
S I D
ARSENATE (CCA).
2.5 POUNDS PER CUBIC FOOT (PCF) WITH CHROMATED COPPER
BE UC5C. PRESERVATIVE RETENTION LEVEL AND TREATMENT SHALL BE
ASSOCIATION (AWPA) STANDARDS AS SPECIFIED. USE CATEGORY SHALL
2. PILES SHALL BE TREATED PER AMERICAN WOOD PROTECTION
DECKING UNLESS OTHERWISE INDICATED.
CUTOFF ELEVATION FOR ALL PILES SHALL BE +/-1-INCH BELOW THE
TIMBER PILES. TIP ELEVATION OF ALL PILES SHALL BE ELEV. -10 NAVD88.
1. ALL ROUND TIMBER PILES SHALL BE ASTM D25, CLASS B, TREATED
ROUND TIMBER PILES:
INDICATED.
SHALL BE +/-1-INCH BELOW THE DECKING UNLESS OTHERWISE
ELEVATION ELEV. -7.0 NAVD88. CUTOFF ELEVATION FOR ALL PILES
MSR 1050f-1.6e, AWPA USE CATEGORY UC4C 2,5 pcf CCA. MINIMUM TIP
EQUAL, SIZE 6" X 6" NOMINAL, SURFACED 4 SIDES (S4S), GRADE NO. 1,
1. SQUARE TIMBER PILES SHALL BE SOUTHERN PINE OR AN APPROVED
SQUARE TIMBER PILES:
S-100
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E :P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L E
A N
S L O
U
IS
IA
N
A
A N
S I D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F
E B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W P
B
J E
F F
E R
S
R
IS
H
L O
U
IS
IA
N
A D
U N
E A
N D
B E
A C
H C
O N
S T
R U
C T
IO
N
H
U R
R
IC
A N
E I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
(TYP)
WALKWAY
4' CLEAR
7'-0"
C/L DUNE2
R7
11°
RAMP TOE
EL +5.0
EL 5' 3.5"
STAIRS
BOTTOM OF
STAIRS
LAND SIDE
3'-9" 3'-9"
7'-6"
6'-0" 8'-0"
60'-0" 38'-0"
TOE
EL 6.59 RAMP
STAIRS EL 5' 9"
BOTTOM OF
TC3
TC2 TC1
0+00
0+10
0+20
0+30
0+40
0+50
0+60
0+70
0+80
0+90
1+00
1+10
1+20
1+30
1V:5H
1V:3H
1V:33H
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
S-101
T
IM
B E
R W
A L
K W
A Y
P L
A N
PLAN
TIMBER WALKWAY
SCALE: 1/8" = 1'-0"
R O
W
RAMP
C/L LAND SIDE
STAIRS
C/L LAND SIDE
A Z
.1
3'-9"
3'-9"
STAIRS
C/L GULF SIDE
LANDING
EL 16.5
LANDING
EL 14.0
LANDING
EL 12'-4"
LANDING
EL 10'-8"
LANDING
EL 6.5
LANDING
EL 8'-7"
V :1
H S
L O
P E
V :1
H S
L O
P E
V :1
H S
L O
P E
V :1
H S
L O
P E
1V:12H SLOPE
V
:1
H S
L O
P E
LANDING
EL 14.0
LANDING
EL 11.5
LANDING
EL 9.0
V
:1
H S
L O
P E
V
:1
H S
L O
P E
V
:1
H S
L O
P E
1V:12H SLOPE
CROSSING
C/L WALKWAY
SHALL BE FIELD VERIFIED
SEE NOTE 2
TIMBER PILE
BRACING
3X8
PILES. TIP EL -10
ROUND TIMBER
12" DIA TREATED
AT 16' SPANS (TYP)
5 EA, 2 X 12 STRINGERS (TYP)
3X10 SPLIT CAPS
STAIRS
LAND SIDE
STAIRS
GULF SIDE
(TYP)
TIMBER PILES
ROUND
6'-0"
7'-0"
4'-0"
8'-0" 7'-0" 7'-0" 16'-0" 16'-0" 16'-0" 7'-0" 7'-0"
7'-0"
3'-9" 3'-9"
7'-6"
3 EA 16' LONG SPANS = 48' SEE SHEET S-106 FOR DETAILS OF 16' SPAN WALKWAYS
AT EL 9.0
13' WIDE LANDING
AT EL 14.0
7' WIDE LANDING
EL 14.0
LANDING
15' WIDE
RAILING
3'-6" HIGH
(TYP)
TIP EL -7.0
TIMBER PILES
6X6 SQUARE
EL +8.5
SEE NOTE 2
TIMBER PILE
"4
1'-4
4'-3"
"16
3'-8
4'-3"
13'-0"
4'-6" O.C. MAX
4X4 POSTS
LANDING EL 14.0
15'-0" WIDE
EXISTING STONE CORE
APPROX. LOCATION
8'-0"8'-0"
SEE NOTE 3
AT C/L OF WALKWAY
NEW 30' PILES
AND SPLIT CAPS
NEW PILES
AND SPLIT CAPS
NEW PILES
SEE NOTE 3
AND SPLIT CAPS
NEW PILE BENT
8'-0" 8'-0"
SEE NOTE 3
AND SPLIT CAPS
NEW PILE BENT
T
IM
B E
R W
A L
K W
A Y
P L
A N
A N
D P
R O
F
IL
E
PLAN
GRAND ISLE DUNE CROSSING
SCALE: 3/16" = 1'-0"
SCALE: 3/16" = 1'-0"
PROFILE
GRAND ISLE DUNE CROSSING
S-102
D U
N E
R A
M P
C R
O S
S
IN
G
EL 13.5
LANDING EL 16.5
EL 14.0
LANDING
NOTES:
RAMP
LAND SIDE
LANDING EL 16.5
WALKWAY PLAN
OVERALL
= 1'-0"32
SCALE:
DETAIL THIS SHEET
DUNE CROSSING WALKWAY
LANDING
TO EL 11.5
RAMP
BEACH
RAMP TO
RAMP
EL 11.5
FROM
1V:12H SLOPE
SLOPE
1V:12H
1V:
3H
1V:5H
1V:33H
LANDING EL 9.0
2. DRIVE PILES THRU GEOTEXTILE FABRIC.
1. FIELD VERIFY ELEVATIONS AND DIMENSIONS OF STONE CORE.
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2
-0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
(TYP)
TIMBER PILES
6X6 SQUARE
BRACING
3 X 8
LANDING EL 14.0
EL 12'-4"
LANDING
EL 10'-8"
LANDING
EL 8'-7"
LANDING
GROUND LINE
APPROXIMATE
"8
5'-6
TIP EL -10
PILES (TYP)
ROUND TIMBER
12" DIA TREATED
EL 6.5
LANDING
TYP
SPLIT CAPS
3X10
2 X12 STRINGERS
(TYP)
STRINGERS
2 X 12
(TYP)
2 X 6 DECKING (TYP)
2 X 12 STRINGERS
10'-0" 10'-0"
TIP EL -10
PILES (TYP)
ROUND TIMBER
12" DIA TREATED
10'-0" 10'-0"
5'- 6 3/8"
5'-0" TO
VARIES 5'-0"
10'-0"
EL 8'-7"
LANDING
5'-8" 5'-8"
1'-0"
EL 6.5
LANDING
GROUND LINE
APPROX.
4X4 POST (TYP)
ALTERNATING
(TYP)
2X6 RAILING
2X6
CAPS (TYP)
3X10 SPLIT
(TYP)
2X12 STRINGERS
CAPS (TYP)
3X10 SPLIT
4'-9"
3"
10'-0"5'-0"5'-0"
LANDING
EL 12'-4"
LANDING
EL 10'-8"
4'-9"
5'-6"
5'-0"
4'-9"
5'-8"
18'-0"
5'-0"
10'-0"10'-0"4'-9"5'-6"
18'-0" RAMP
20'-0" RAMP
3"
25'-0" RAMP
JOIST HANGER
JOIST HANGER
HANGER
JOIST
A N
S I
D
T
IM
B E
R W
A L
K W
A Y
P L
A N
A N
D P
R O
F
IL
E
WALKWAY PLAN
OVERALL
DETAIL THIS SHEET
LANDSIDE WALKWAY
SCALE: 1/32" = 1'-0"
1V ON 12H SLOPE
1V ON 12H SLOPE
1V ON 12H SLOPE
CROSSING
RAMP DUNE
C/L RAMP
S-107 FOR DETAILS
SEE SHEET
STAIRS & LANDING
LAND SIDE
1V ON 12H SLOPE
L A
N D
IN
G
E L
PLAN
LAND SIDE RAMP AND STAIRS
SCALE: 3/16" = 1'-0"
SCALE: 3/16" = 1'-0"
S-103
L A
N D
S
ID
E R
A M
P A
N D
S T
A
IR
S
C/L PROFILE
LAND SIDE RAMP
SECTION A
5'-6" 4'-9"
10'-0"
10'-0"
5'-0"
10'-0"
10'-0"
L
W
ID
E L
A N
D
IN
G
18'-0"
A
B
B
1V:12H SLOPE
1V:12H SLOPE
1V:12H SLOPE
1V:12H SLOPE
SCALE: 3/16" = 1'-0"
C/L PROFILE
LAND SIDE RAMP
SECTION B TIP EL -7.0 (TYP)
PILES (9 EACH)
TREATED TIMBER
6X6 SQUARE
EL. 5.0
1V ON 12H SLOPE
(TYP)
TIMBER RAILING
3'-6" HIGH
25'-0" LONG 1V ON 12H RAMP
3"
20'-0" LONG 1V ON 12H RAMP
20'-0" LONG 1V ON 12H RAMP
20'-0" RAMP25'-0" RAMP
OR EQUAL ATTACHED USING SS SCREWS #10 X 1-1/2"
SS MODEL #LUC 210Z AS MANUFACTURED BY SIMPSON STRONG TIE
3. JOIST HANGERS SHALL BE PLACED AS SHOWN AND SHALL BE
ABOVE THE FINAL GROUND LINE.
2. PROVIDE CROSS BRACING WHERE DECKING EXCEEDS 5'-0"
8'-0" O.C. BETWEEN PILE BENTS.
ALL PILE LOCATIONS AND AT C/L OF SPAN WHERE SPANS EXCEED
1. 2 X 12 TIMBER BLOCKING SHALL BE PROVIDED FOR STRINGERS AT
NOTES:
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2
-0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
CAPS (TYP)
3 X 10 SPLIT
(TYP)
2 X 12 STRINGERS
SPANS
AND C/L OF
TYP AT ALL PILES
2 X 12 BLOCKING
TREADS
2X6 STAIR
BRACE
3X8
TIP EL -7.0 (TYP)
TIMBER PILES
6X6 TREATED
(TYP)
PILES, TIP EL -10
TREATED TIMBER
12" CLASS B
PLATFORM EL 14.0
10'-9" WIDE X 8'-3" LONG
CAPS (TYP)
3X10 SPLIT
(TYP)
2 X 12 STRINGERS
(TYP)
2X12 BLOCKING
(TYP)
2 X 6 DECKING
L A
N D
IN
G
E L
.0
L
O N
G X
W
ID
E
"4
2'-4"4
2'-4 "2
5'-4
"4
5'-8" 5'-8" 5'-8" 5'-8" 1'-0"
(TYP)
2 X 12 STRINGERS
TIP EL -7.0 (TYP)
TIMBER PILES
6X6 TREATED
SPLICES (TYP)
2X12 STRINGER
(TYP)
2X12 BLOCKING
(TYP)
2X12 BLOCKING
SPLICES (TYP)
2X12 STRINGER
"4
2'-1 "4
2'-1
5'-6"6'-0"
3'-0"
4'-9" 10'-0" 10'-0" 4'-9" 5'-6"
FOR STAIR DETAILS
SEE SHEET S-108
A N
S I
D
T
IM
B E
R W
A L
K W
A Y
P L
A N
A N
D P
R O
F
IL
E
DETAIL THIS SHEET
GULF SIDE RAMP/STAIRS
PLAN
OVERALL WALKWAY
= 1'-0"32
SCALE:
= 1'-0"2
SCALE:
S-104
G U
L F
S
ID
E R
A M
P A
N D
S T
A
IR
D E
T A
IL
S
RAMP TO LAND SIDE
DUNE CROSSING
CROSSING
AND RAMP
C/L LANDING
A
B
C
D
FF
FE
C/L STAIRS
S-110
S-109
S-110
S-110
S-109
S-110
RAILING ALONG BOTH SIDES OF RAMP AND LANDINGS.
2. GUARD RAILING NOT SHOWN FOR CLARITY. PROVIDE GUARD
8'-0" O.C. BETWEEN PILES.
ALL PILE LOCATIONS AND A C/L OF SPAN WHERE SPANS EXCEED
1. 2 X 12 TIMBER BLOCKING SHALL BE PROVIDED FOR STRINGERS AT
NOTE
LANDING
EL 11.5
PLAN
GULF SIDE RAMP / STAIRS
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2
-0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
2"X6" BLOCK
4"X4" POST
2"X 4" BRACE
2"X 6" RAILING
(1/8" GAP MAX.)
5'-0" WIDE
2"X 6" DECKING
DECKING
PASS POST THRU
2"X8" RAIL CAP
(TYP.)
2"X12" STRINGER
SCAB SPLICE
2'-8" LONG
3"X 10" SPLIT CAPS
LAP SPLICE
2'-8" LONG
TIP EL -10
PILE (TYP)
TREATED TIMBER
12" CLASS B
(YP)
TIE (STRAP)
SS HURRICANE
LOCK WASHERS AT NUT
W/ OGEE WASHERS &
2 EA, 1" DIA SS BOLTS
AND PILE LOCATIONS)
(TYP AT C/L SPAN
2" X 12" BLOCKING
(SLOPE TO DRAIN)
2" X 8" RAIL CAP
(TYP)
2" X 6" ES
5 EA
(TYP)
2" X 6" DECKING
EACH POST
2" X 4" GUARD RAIL BRACE
2" X 6" BLOCK
END (TPY)
AT NUT & BOLT HEAD
BOLTS W/ WASHERS
1/2" SS CARRIAGE
(TYP)
STRINGERS
2" X 12"
(TYP)
3" X 10" SPLIT CAPS
TYP
TIP EL -10
TIMBER PILES
12" DIA TREATED
(TYP)
TIE (STRAP)
SS HURRICANE
BRACING
3" X 8" TRANSVERSE
LOCK WASHER AT NUT
OGEE WASHERS AND
2 EA, 1" DIA SS BOLTS WITH
LOCK WASHER AT NUT
OGEE WASHER AND
3/4" DIA SS BOLTS WITH
(TYP)
TWIST STRAPS
SS HURRICANE
TYP
2" X 12" BLOCKING
CAPS (TYP)
3" X 10" SPLIT
LOCATION (TYP)
& FLAT WASHERS AT EACH
BOLTS W/ LOCK WASHERS
2 EA. SS 5/8" DIA
LOCK WASHERS AT NUT
W/ OGEE WASHERS &
2 EA, 1" DIA SS BOLTS
3"X 10" SPLIT CAPS
2" X12" STRINGER
4" 7" 4"7"
2'-10"
(TYP)
TWIST STRAPS
SS HURRICANE
4" 7" 4"7"
SPLICE LOCATION
2'-10"
SPLIT CAP
1" TO RECEIVE
DAP PILE
BOLT HEAD END (TYP)
WITH WASHERS AT NUT &
2 EA, SS 5/8" DIA CARRIAGE BOLTS
C
L E
A R
5'-6"
9"
4'-0" CLEAR
2'-0"
C
L R
9" TYP
S-105
A N
S I
D
T
IM
B E
R A
C C
E S
S R
A M
P
EL VARIES
RAMP - ELEVATION
SCALE: 1" = 1'-0"
DETAIL
LAP SPLICE (PLAN VIEW)
SCALE: 1-1/2" = 1'-0"
DETAIL
SCALE: 1-1/2" = 1'-0"
SCAB SPLICE (PLAN VIEW)
D E
T A
IL
S
SCALE: 1" = 1'-0"
WALKWAY - PARTIAL PLAN
ATTACHED WITH SS SD9 SCREWS.
MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL
2. HURRICANE STRAPS SHALL BE SS MODEL # H8 AS
HARDWARE (TYP.)
1. BLOCKING NOT SHOWN. OFFSET BLOCKING TO MISS
NOTE:
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
(TYP.)
2"X12" STRINGER
3"X 12" SPLIT CAPS
LAP SPLICE
2'-8" LONG
(SLOPE TO DRAIN)
2" X 8" RAIL CAP
(TYP)
2" X 6" ES
5 EA
(TYP)
2" X 6" DECKING
EACH POST
2" X 4" GUARD RAIL BRACE
2" X 6" BLOCK
END (TPY)
AT NUT & BOLT HEAD
BOLTS W/ WASHERS
1/2" SS CARRIAGE
(TYP)
STRINGERS
2" X 12"
(TYP)
3" X 10" SPLIT CAPS
TYP
TIP EL -10
TIMBER PILES
12" DIA TREATED
(TYP)
TIE (STRAP)
SS HURRICANE
LOCK WASHER AT NUT
OGEE WASHERS AND
2 EA, 1" DIA SS BOLTS WITH
TYP
TIP EL -10
TIMBER PILES
12" DIA TREATEDLOCK WASHERS AT NUT
W/ OGEE WASHERS &
2 EA, 1" DIA SS BOLTS
(1/4" GAP MAX.)
5'-0" WIDE
2"X 6" DECKING
AND 8' O.C.)
(TYP AT PILE LOCATIONS
2" X 12" BLOCKING
C/L DUNE/RAMP
16'-0" 16'-0" 16'-0"
4'-0"
2'-0"
9"
3" X 8" BRACING
LOCK WASHER AT NUT
OGEE WASHER AND
3/4" DIA SS BOLTS WITH
5'-6"
8'-0"
8'-0"
LOCK WASHER AT NUT
OGEE WASHERS AND
2EA, 1" DIA SS BOLTS WITH
(TYP)
TIE (STRAP)
SS HURRICANE
(TYP)
2 X 12 STRINGER
2 X 6 DECKING
SEE NOTE 3
4 EA, ES, SDS SCREWS (TYP)
SEE DETAIL 3
NEW PILE & CONNECTION
SPLIT CAPS
NEW PILES AND
SPLIT CAPS
NEW PILES AND
OF SPLIT CAP.
PILE CUTOFF EQUAL TO TOP ELEVATION
PROVIDE PILE POINTS TO DRIVE 30' PILE.
(TYP)
3 X 10 SPLIT CAPS
(SEE NOTE 3)
ATTACHED WITH SDS SCREWS
SNUG BWT. SPLIT CAPS
2X12 EF, TRIM WIDTH TO FIT
(SEE NOTE 3)
ATTACHED WITH SDS SCREWS
SNUG BWT. SPLIT CAPS
2X12 EF, TRIM WIDTH TO FIT
LOCK WASHER AT NUT
OGEE WASHER AND
2EA, 1" DIA SS BOLT WITH
SEE NOTE 3
SCREWS (TYP)
2 EA, ES, SDS
PILE 1"
DAP
SEE NOTE 3
TYP EF
SDS SCREWS
S-106
A N
S I
D
T
IM
B E
R A
C C
E S
S R
A M
P
EL VARIES
RAMP - ELEVATION
SCALE: 1" = 1'-0"
S
P A
N D
E T
A
IL
S
RAMP - PLAN AT 3 EACH 16' SPANS
SCALE: 1/2" = 1'-0"
7' SPAN7' SPAN
DETAIL 3
SCALE: 1 1/2" = 1'-0"
PLAN
ELEVATION
C/L PILE GROUP/BENT
C/L PILE/WALKWAY
WITH CORROSION PROTECTION BY SIMPSON STRONG TIE.
, ES (MODEL # SDS25412)2
1X44
13. SDS SCREWS
ATTACHED WITH SS SD9 SCREWS.
MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL
2. HURRICANE STRAPS SHALL BE SS MODEL # H8 AS
HARDWARE (TYP.)
1. BLOCKING NOT SHOWN. OFFSET BLOCKING TO MISS
NOTE:
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
X
S-107
STRINGER
2 X 12 STAIR
RAILINGS
2 X 6 STAIR
AND NUTS (TYP)
BOLT W/ WASHERS
1/2" SS CARRIAGE
TREADS
2 X 6 STAIR
RISER
1 X 6 STAIR
POSTS
4 X 4 STAIR
PILE SUPPORTS
6 X 6 STAIR
AND NUTS (TYP)
BOLT W/WASHERS
3/4" SS CARRIAGE
(TYP)
TIP EL -10
POSTS
6 X 6 PILE
TYP
STRINGERS
2 X 12 STAIR
TYP
3 X 8 BRACING
AT NUT (TYP)
AND LOCK WASHER
W/ OGEE WASHERS
3/4 SS BOLTS
(TYP)
2 X 12 BLOCKING
2 X 6 BRACING
TYP
WASHER AT NUT
AND LOCK
OGEE WASHERS
5/8" SS BOLTS W
2X12 BLOCKING
TREAD
2 X 12 STAIR
STRINGER
2 X 12 STAIR
POSTS (TYP)
6 X 6 PILE
TIMBER PILE (TYP)
12" DIA TREATED
3X8 BRACING
TREADS (TYP)
2X6 STAIR
STAIRS
TO CONSTRUCT
BASE AS REQ'D
EXCAVATE AT
L A
N D
S
ID
E S
T A
IR
D
E T
A
IL
S
T
IM
B E
R W
A L
K W
A Y
GROUND
EXISTING
GROUND
EXISTING
5'-6"3'-11"5'-6"5'-6"
17'-3"
AND NUTS (TYP)
BOLTS W/WASHERS
1/2" SS CARRIAGE
R
IS
E
R S
A T
/2
18 TREADS AT 11" = 16'-6" 3'-6"
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
EL 14.0 LANDING
EL 5.29
STAIR PLAN
STAIR ELEVATION
SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
A
SECTION A
S-108
RAILINGS
2 X 6 STAIR
RISER
1 X 6 STAIR
POSTS
4 X 4 STAIR
PILE SUPPORTS
6 X 6 STAIR
AND NUTS (TYP)
BOLT W/WASHERS
3/4" SS CARRIAGE
(TYP)
TIP EL -10
POSTS
6 X 6 PILE
TYP
STRINGERS
2 X 12 STAIR
TYP
3 X 8 BRACING AT NUT (TYP)
AND LOCK WASHER
W/ OGEE WASHERS
3/4 SS BOLTS
2 X 6 BRACING
TYP
WASHER AT NUT
AND LOCK
OGEE WASHERS
5/8" SS BOLTS W
2X12 BLOCKING
TREAD
2 X 12 STAIR
STRINGER
2 X 12 STAIR
POSTS (TYP)
6 X 6 PILE
TIMBER PILE (TYP)
12" DIA TREATED
3X8 BRACING
TREADS (TYP)
2X6 STAIR
STAIRS
TO CONSTRUCT
BASE AS REQ'D
EXCAVATE AT
T
IM
B E
R W
A L
K W
A Y
AND NUTS (TYP)
BOLTS W/WASHERS
1/2" SS CARRIAGE
3'-6"
2'-4"
(TYP)
2 X 12 BLOCKING
16'-4"
RAILINGS
2 X 6 STAIR
STRINGER
2 X 12 STAIR
R
IS
E R
S A
T
/2
17 TREADS AT 11" = 15'-7"
3'-0"2'-6"
5'-6" 1'-6"
7'-0" 3'-11" 5'-6" 4'-7"
7'-0" 3'-11" 5'-6" 4'-7" 2'-4"
11"
"2
2'-1 "2
2'-1
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
EL 14.0 LANDING
STAIR PLAN
STAIR ELEVATION
SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
A
A
SECTION A
G U
L F
S
ID
E S
T A
IR
D
E T
A
IL
EL 5.75
CAPS (TYP)
3 X 10 SPLIT
(TYP)
2 X 12 STRINGERS
(TYP)
PILES, TIP EL -10
TREATED TIMBER
12" CLASS B
(TYP)
2 X 12 STRINGERS
(TYP)
2 X 6 DECKING
(TYP)
2 X 12 STRINGERS
TIP EL -7.0 (TYP)
TIMBER PILES
6X6 TREATED
SPLICES (TYP)
2X12 STRINGER
TYP AT ALL PILES
2 X 12 BLOCKING
GROUND
EXISTING
30'-0" RAMP
JOIST HANGER
FOR DETAILS
/BRACE, SEE SHEET S-105
GUARD RAILING
4'-6"4'-0" 6"
"4
"4
2'-4 "4
2'-4 "4
5'-1
PILES TIP EL -7.0
SQUARE TIMBER
6 X 6 TREATED
PILES, TIP EL -10 (TYP)
12" CLASS B TREATED TIMBER
10'-0" 10'-0" 4'-9" 5'-6"
RAMP
TO CONSTRUCT
BACKFILL SAND
EXCAVATE AND
4 X 4 POST (TYP)
ALTERNATING
2X6 RAILING
2X6
GROUND LINE
APPROXIMATE
AND NUTS (TYP)
BOLT W/ WASHERS
3/4" SS CARRIAGE
5'-8"5'-8"5'-8"5'-8""4
2'-4 5'-1 3/4"2'-4 1/4"
4'-0"
28'-11" LONG RAMP
"4
T
IM
B E
R W
A L
K W
A Y
P L
A N
A N
D P
R O
F
IL
E
= 1'-0"2
SCALE:
S-109
G U
L F
S
ID
E R
A M
P S
E C
T
IO
N S
= 1'-0"2
SCALE:
SECTION
B
S-104
SECTION
A
S-104
1V ON 12 H RAMP
EL 9.0 LANDING
EL 11.5 LANDING
EL 9.0 LANDING
(TYP)
TIMBER RAILING
3'-6" HIGH
1V ON 12H RAMP
OR EQUAL ATTACHED USING SS SCREWS #10 X 1-1/2"
SS MODEL #LUC 210Z AS MANUFACTURED BY SIMPSON STRONG TIE
2. JOIST HANGERS SHALL BE PLACED AS SHOWN AND SHALL BE
8'-0" O.C. BETWEEN PILES.
ALL PILE LOCATIONS AND A C/L OF SPAN WHERE SPANS EXCEED
1. 2 X 12 TIMBER BLOCKING SHALL BE PROVIDED FOR STRINGERS AT
NOTE
EL 6.59
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2
-0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
CAPS (TYP)
3 X 10 SPLIT (TYP)
2 X 12 STRINGERS
(TYP)
PILES, TIP EL -10
TREATED TIMBER
12" CLASS B
(TYP)
2 X 12 STRINGERS
(TYP)
2 X 6 DECKING
(TYP)
2 X 12 STRINGERS
TIP EL -7.0 (TYP)
TIMBER PILES
6X6 TREATED
SPLICES (TYP)
2X12 STRINGER
10'-0" 30'-0" 4'-6"
4'-0"
4'-0"
3X10 SPLIT CAPS
6'-6"
3'-9" 3'-9"
6'-6"
(TYP)
PILES, TIP EL -10
TREATED TIMBER
12" CLASS B
2'-0"
2'-0"
10'-0"4'-9"5'-6"6'-0" 10'-0" 4'-9" 5'-6"
5'-0" 5'-0"
4'-0"
2'-0"
GROUND
EXISTING
(SEE NOTE 2)
3 X 8 CROSS BRACING
(TYP)
2 X 12 STRINGERS
STRINGER)
(TYP AT EACH
JOIST HANGERS
JOIST HANGER
JOIST HANGER
11'-6"
T
IM
B E
R W
A L
K W
A Y
P L
A N
A N
D P
R O
F
IL
E
= 1'-0"2
SCALE:
S-110
G U
L F
S
ID
E R
A M
P S
E C
T
IO
N S
LANDING
EL 14.0
1V ON 12H RAMP
EL 11.5 LANDING
EL VARIES
EL VARIES
1V ON 33H SLOPE
OR EQUAL ATTACHED USING SS SCREWS #10X 1-1/2" .
SS MODEL #LUC 210Z AS MANUFACTURED BY SIMPSON STRONG TIE
3. JOIST HANGERS SHALL BE PLACED AS SHOWN AND SHALL BE
ABOVE THE FINAL GROUND LINE.
2. PROVIDE CROSS BRACING WHERE DECKING EXCEEDS 5'-0"
8'-0" O.C. BETWEEN PILES.
ALL PILE LOCATIONS AND A C/L OF SPAN WHERE SPANS EXCEED
1. 2 X 12 TIMBER BLOCKING SHALL BE PROVIDED FOR STRINGERS AT
NOTE
D
DETAIL
S-104
= 1'-0"2
SCALE:
C
DETAIL
S-104
= 1'-0"2
SCALE:
E
DETAIL
S-104
= 1'-0"2
SCALE:
F
DETAIL
S-104
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2
-0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
IL
B
O R
IN
G
S L
E G
E N
D
B-01
No Sample RetrievedNS
WITH FINES
WITH FINES
CLAYS
CLAYS
HIGHLY ORGANIC SOILS
s ie v e s iz e is s m a ll e r th a n N o
M o re t h a n h a lf t h e m a te ri a l
F
IN
E
G R
A
IN
E D
S O
IL
S
NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols.
NO SAMPLE
SHELLS
WOOD
SI
Wd
Pt
SHELLS
WOOD
PEAT,and other highly organic soil
ORGANIC CLAYS of medium to high plasticity,organic silts
FAT CLAY,inorganic clay of high plasticity
SILT,fine sandy or silty soil with high plasticity
ORGANIC SILTS,and organic silty clays of low plasticity
..LEAN CLAY,Sandy Clay,Silty Clay,of low to medium plasticity
SILT & very fine sand,silty or clayey fine sand or clayey silt with slight plasticity
CLAYEY SAND,sand-clay mixtures
SILTY SAND,sand-silt mixtures
SAND,Poorly-Graded,gravelly sands
SAND,Well-Graded,gravelly sands
CLAYEY GRAVEL,gravel-sand-clay mixtures
SILTY GRAVEL,gravel-sand-silt mixtures
GRAVEL,Poorly Graded,gravel-sand mixtures,little or no fines
GRAVEL,Well Graded,gravel-sand mixtures,little or no fines
OH
CH
MH
OL
CL
ML
50)
50)
(Liquid Limit
(Liquid Limit
SILTS AND
SILTS AND
TYPICAL NAMES
BOL
SYM
SC
SM
SP
SW
GC
GM
GP
GW
SYMBOL
LETTER
Fines)
Amount of
(Appreciable
No Fines)
(Little or
SANDS
SAND
CLEAN
Fines) Amount of
(Appreciable
No fines)
(Little or
GRAVEL
GRAVEL
CLEAN
TYPE
s ie v e s iz e la rg e r th a n N o c o a rs e f ra c ti o n i s
M o re t h a n h a lf o f s ie v e s iz e sm a ll e r th a n N o c o a rs e f ra c ti o n i s
M o re t h a n h a lf o f
G R
A V
E L
S S
A N
D S th a n
N o s ie v e s iz e
M o re t h a n h a lf o f m a te ri a l is l a rg e r
C O
A R
S E
G
R A
IN
D
IL
S
MAJOR DIVISION
UNIFIED SOIL CLASSIFICATION
Office, if these symbols appear beside the boring logs on the drawings.
The D size of a soil is the grain diameter in millimeters of which 10% of the natural void ratio
Denotes location of consolidated-undrained triaxial compression test
FIGURES TO LEFT OF BORING UNDER COLUMNS '' LL'' AND '' PL''
Denotes location of consolidated-drained direct shear test
Results of these tests are available for inspection in the U.S. Army Engineer District** remoulded to the estimatedmeters per second of sample permeability in centi-denotes laboratoryWhere underlined with a dashed line meters per second of undisturbed sample in centi- denotes laboratory permeabilityWhere underlined with a solid line with a 30'' drop in blows per foot determined with aIn parenthesis are driving resistances
Are values of cohesion in lbs./sq.ft. from unconfined compression tests
FIGURES TO RIGHT OF BORING
FW
T
Q
R
S
C
Denotes free water encountered in boring or sample
**the above three types of shear test to consolidation test and each ofDenotes location of sample subjected
**Denotes location of unconsolidated-undrained triaxial compression test
**Denotes location of consolidation test
Ground-water surface and date observed
SYMBOLS TO LEFT OF BORING
Are liquid and plastic limits, respectively
*When underlined denotes D size in mm
Are natural water contents in percent dry weight
NOTES:
standard split spoon sampler (1 / '' I.D., 2'' O.D.) and a 140 lb. driving hammer soil is finer, and 90% coarser than D .
tive vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and, clause entitled ''Differing Site Conditions''.
1.
if encountered, such variations will not be considered as differing materially within the purview of the contract
While the borings are representative of subsurface conditions at their respective locations and for their respec-
TYPICAL NOTES:
and/or a 1 I.D. Split Spoon Sampler."/ compression tests are shown.
is approximate, except within those vertical reaches of the borings where shear strengths from unconfined available from the boring but does not necessarily mean that ground-water will not be encountered at the
a. Undisturbed borings, indicated by the letter "U", are taken with a 5'' I.D. Piston Type Sampler.
Unless otherwise noted:
Ground-water elevations shown on the boring logs represent ground-water surfaces encountered in such borings
4.
3.
2.
Consistency of cohesive soils shown on the boring logs is based on driller's log and visual examination and locations or within the vertical reaches of such borings.
on the dates shown. Absence of water surface data on certain borings indicates that no ground-water data are
Tr
ConcretionsGRAY
DARK GRAY
LIGHT GRAY
H vSt
St
M
So vSo
2000-4000
1000-2000
500-1000
250-500
HARD
VERY STIFF
STIFF
MEDIUM
SOFT
VERY SOFT
SYMBOL
UNCONFINED COMPRESSION TEST
COHESION IN LBS./SQ.FT. FROM
CONSISTENCY
FOR COHESIVE SOILS
CONSISTENCY
slfShell fragments sdsSandstone fragments shShale fragments lgLignite fragments rtRootlets cc
Coarse
Medium
Fine
Traces
C
M
F
SYMBOLMODIFICATION
MODIFICATIONS
Gr dGr
Br
IBr dBrDARK BROWN
LIGHT BROWN
BROWN
IGr
BKBLACK
R
Y
T
RED
YELLOW
TAN
SYMBOLCOLOR
COLOR
DESCRIPTIVE SYMBOLS
For classification of fine-grained soils in accordance with ASTM D 2487
CL-ML
O R
O R
OR
"U " L
IN
E
P I.
P
L A
S T
IC
IT
Y I
N D
E X "A
" L
IN
E
PLASTICITY CHART
L.L.-LIQUID LIMIT
100806040200
For classification of fine-grained soils in accordance with ASTM D 2487
CL-ML
BlGn gyGn gnGr gyBr brGr
OR
"U " L
IN
E
P I.
P
L A
S T
IC
IT
Y I
N D
E X
GRAYISH-BROWN
GRAYISH-GREEN
GREENISH-GRAY
BROWNISH-GRAY
OxOxidized
WdWood
SLSlickensides
BBoulders
GGravelly
SSandy
SSSand strata or lenses
SISSilt strata or lenses
CSClay strata or lenses
OOrganic matter
MotMOTTLED
WhWHITE
BLUE-GREEN
Bl
Gn
BLUE
GREEN
"A " L
IN
E
PLASTICITY CHART
L.L.-LIQUID LIMIT
100806040200
b. General type borings are taken with a 3" I.D. Shelby Tube Sampler
FIGURES TO LEFT OF BORING UNDER COLUMN '' W OR D ''
CL
OL
CH
H
ML OL
MH OH
:1
B
-0
.d g n
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
M A
R C
H
H -1
-4
W
P
B
J E
F F
E R
S O
N
P
A R
IS
H
L
O U
IS
IA
N A
D U
N E
A N
D B
E A
C H
C O
N S
T R
U C
T
IO
N
H U
R R
IC
A
N E
I D
A R
E P
A
IR
S
G R
A N
D I
S L
E A
N D
V
IC
IN
IT
Y
TEST DATA
WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
I N
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E A
R S
T R
E N
G T
H
T .S
.F
ENVELOPE
NO. EL.
TYPE
STRENGTH
V
TABULAR TEST DATA
CLASS
C or Pc-TSF
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
- (q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (1 POINT)
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (3 POINT)
(0) slf (2)
M,S (6) slf (9)
CS,slf (8)
(27)
CS (11)
So (3)
M,Wd (5)
So
Gr
(4)
29°15'32.85" 89°56'12.36" (U)
BOR. BP-22-1 (22-006144)
STA.
WATER DEPTH 23.0 FT.
Date: 9/8/2022
CONTRACTOR: EUSTIS ENGINEERING
GROUND EL. -21.594W or D10-20
-30
-40
-50
E L
E V
A T
I O
N S
I N
F E
E T
N
.A .V
.D
B-02
B O
R
IN
G B
P -2
-1
B
-0
.d g n
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
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B Y
P L
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S C
A L
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L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
W O
R L
E A
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D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
A N
S I
D
M A
T T
H E
W N
R
A D
E R
M N
R
M A
T T
H E
W N
R
A D
E R
F E
B
J A
B
H -1
-4
E D
-2 -0
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TEST DATA
WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
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IC
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I N
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PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
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0.2
0.4
0.6
0.8
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SHEAR STRENGTH DATA
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NO. EL.
TYPE
STRENGTH
V
TABULAR TEST DATA
CLASS
C or Pc-TSF
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
- (q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (1 POINT)
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (3 POINT)
slf (3)
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29°14'44.05" 89°55'29.67" (U)
BOR. BP-22-2 (22-006144)
STA.
WATER DEPTH 13.8 FT.
Date: 9/10/2022
CONTRACTOR: EUSTIS ENGINEERING
GROUND EL. -11.955W or D10-10
-20
-30
-40
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IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
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NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
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IC
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I N
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
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"U
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0.2
0.4
0.6
0.8
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SHEAR STRENGTH DATA
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NO. EL.
TYPE
STRENGTH
V
TABULAR TEST DATA
CLASS
C or Pc-TSF
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
- (q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (1 POINT)
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (3 POINT)
(4)
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29°14'24.58" 89°56'01.81" (U)
BOR. BP-22-3 (22-006144)
STA.
WATER DEPTH 14.2 FT.
Date: 9/10/2022
CONTRACTOR: EUSTIS ENGINEERING
GROUND EL. -12.901W or D10 -10
-20
-30
-40
E L
E V
A T
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N
C O
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N O
IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
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I N
D E
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PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
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"U
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0.2
0.4
0.6
0.8
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SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
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NO. EL.
TYPE
STRENGTH
V
TABULAR TEST DATA
CLASS
C or Pc-TSF
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
- (q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (1 POINT)
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (3 POINT)
(3)
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(6) slf Gr&T(3) slf Gr(3)
St (11) slf (9)
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29°14'46.63" 89°55'57.21" (U)
BOR. BP-22-4 (22-006144)
STA.
WATER DEPTH 14.2 FT.
Date: 9/9/2022
CONTRACTOR: EUSTIS ENGINEERING
GROUND EL. -12.901W or D10 -10
-20
-30
-40
E L
E V
A T
I O
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I N
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M A
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D E
S C
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N
C O
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R A
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N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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W O
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TEST DATA
WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
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D E
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PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
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"U
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0.2
0.4
0.6
0.8
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SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
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T .S
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ENVELOPE
NO. EL.
TYPE
STRENGTH
V
TABULAR TEST DATA
CLASS
C or Pc-TSF
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
- (q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (1 POINT)
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (3 POINT)
T(3)
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(2)
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(2)
29°15'09.39" 89°56'13.39" (U)
BOR. BP-22-5 (22-006144)
STA.
WATER DEPTH 14.4 FT.
Date: 9/9/2022
CONTRACTOR: EUSTIS ENGINEERING
GROUND EL. -12.666W or D10 -10
-20
-30
-40
E L
E V
A T
I O
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I N
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M A
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D E
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N
C O
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R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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W O
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WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
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I N
D E
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PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
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IN
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0.2
0.4
0.6
0.8
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SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
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S H
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ENVELOPE
NO. EL.
TYPE
STRENGTH
V
TABULAR TEST DATA
CLASS
C or Pc-TSF
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
- (q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (1 POINT)
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (3 POINT)
(3) slf
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(9)
29°15'18.87" 89°56'36.95" (U)
BOR. BP-22-6 (22-006144)
STA.
WATER DEPTH 11.5 FT.
Date: 9/9/2022
CONTRACTOR: EUSTIS ENGINEERING
GROUND EL. -10.06W or D10
-10
-20
-30
-40
E L
E V
A T
I O
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S C
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N
C O
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R A
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N O
IDENTIFICATION
SHEET
D A
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A P
P R
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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W O
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IC
IN
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TEST DATA
WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
I N
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E A
R S
T R
E N
G T
H
T .S
.F
ENVELOPE
NO. EL.
TYPE
STRENGTH
V
TABULAR TEST DATA
CLASS
C or Pc-TSF
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
- (q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (1 POINT)
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST (3 POINT)
(5)
T
(2)
CS Gr(4)
T(4)
(0) vSo,slf,S (2) vSo (2)
So (3) slf (4) vSo
Gr
(2)
29.1881 -90.037 (U)
BOR. CP-22-1 (22-006144)
STA.
WATER DEPTH -10.415 FT.
Date: 9/11/2022
CONTRACTOR: EUSTIS ENGINEERING
GROUND EL. -9.192W or D10
-10
-20
-30
-40
E L
E V
A T
I O
N S
I N
F E
E T
N
.A .V
.D
B-08
B O
R
IN
G C
P -2
-1
B
-0
.d
O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .
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