W912P823B0065 Amendment 0002.pdf
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- Attached to
- Inner Harbor Navigation Canal Lock Southwest Dolphin Replacement Federal contract opportunity
- Solicitation number
- W912P823B0065
About this file
This is an amendment to a solicitation for the Inner Harbor Navigation Canal Lock Southwest Dolphin Replacement project. The amendment provides revised plan sheets for repairs and upgrades to dolphin structures located in the Inner Harbor Navigation Canal in New Orleans, Louisiana. The U.S. Army Corps of Engineers Engineering District New Orleans issued the solicitation and is the contracting office for this opportunity. Offerors must acknowledge receipt of this amendment by the amended response deadline in order to be considered for award.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P823B0065 Bid Abstract SIGNED.pdf | ||
| W912P823B0065 Amendment 0001.pdf | ||
| W912P823B0065 IHNC Dolphin Solicitation Package.pdf | ||
| W912P823B0065 IHNC Dolphin Solicitation Package.pdf | ||
| W912P823B0065 IHNC Dolphin Solicitation Package.pdf |
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Text version
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
The above numbered solicitation for the Inner Harbor Canal Lock Southw est Dolphin Replacement has been amended to:
1. Provide revised plan sheets.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 2
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 22-Sep-2023
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912P823B0065
X 9B. DATED (SEE ITEM 11)
25-Aug-2023
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
22-Sep-2023
CODE
CONTRACTING DIV- CHIEF
7400 LEAKE AVENUE, ROOM 172
NEW ORLEANS LA 70118-3651
W912P8 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912P823B0065
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
(End of Summary of Changes)
D
C
B
A
US Army Corps of Engineers®
New Orleans District
ED#: 22-032
SOLICITATION#: W912P8-23-B-0065
CONTRACT#: W912P8-19-C-XXXX
APRIL 2022
X
X
THIS PROJECT WAS DESIGNED BY THE NEW ORLEANS
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
SIGNATURES AND REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS
WITHIN THE SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152. SIGNATURES INDICATE
OFFICIAL RECOMMENDATION OF ALL DRAWINGS
IN THIS SET.
APPROVED BY:
STEPHEN F. MURPHY
COL, EN
COMMANDING
APPROVAL RECOMMENDED BY:
TECHNICAL LEAD STRUCTURAL BRANCH
CHIEF ENGINEERING DIVISION CHIEF STRUCTURAL BRANCH
US Army Corps of Engineers®
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GENERAL NOTES
G-002
G-001 COVER SHEET
G-003
B-600
B-601
B-602
S-401
S-402
SOIL BORING LEGEND
C-101
S-502
SR401
SR403
B-603
B-604
B-605
VH602
SOIL BORING 3-I (78-67) {1 OF 2}
SOIL BORING 3-I (78-67) {2 OF 2}
SOIL BORING 3-IU (78-67) {1 OF 3}
SOIL BORING 3-IU (78-67) {2 OF 3}
SOIL BORING 3-IU (78-67) {3 OF 3}
S-403
S-404
S-501
SR404
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R-001
S-405
R-002
R-003
R-004 NORTHEAST PILE CLUSTERS
R-005
R-006
LOCK ELEVATIONS
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GUIDE WALL SECTIONS
1981 DOLPHIN PLAN AND SECTION
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SOUTHWEST END DOLPHIN PLAN AND SECTION
SOUTHWEST END DOLPHIN PILE LAYOUT
SOUTHWEST END DOLPHIN SECTIONS 1 OF 2
SOUTHWEST END DOLPHIN SECTIONS 2 OF 2
SOUTHWEST END DOLPHIN SAFETY RAILS
S-407 SOUTHWEST END DOLPHIN PLAN AND SECTION
SR402
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B-606
B-607
B-608
B-609
B-610
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SOIL BORING 1-I (78-67) {2 OF 2}
SOIL BORING 1-IU (78-67) {1 OF 3}
SOIL BORING 1-IU (78-67) {2 OF 3}
SOIL BORING 1-IU (78-67) {3 OF 3}
STAGE HYDROGRAPH LAKE SIDE
STAGE HYDROGRAPH RIVER SIDE
SITE PLAN
END DOLPHIN TOP REINFORCEMENT
REINFORCEMENT DETAILS 1 OF 2
END DOLPHIN PILE CONNECTION AND
REINFORCEMENT DETAILS 2 OF 2
END DOLPHIN PILE CONNECTION AND
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VH603 STAGE HYDROGRAPH CARROLLTON GAGE
CROSS SECTIONS 2 of 3
C-103 CROSS SECTIONS 1 of 3
1981 DOLPHIN SECTIONS AND DETAILS
C-105 CROSS SECTIONS 3 of 3
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®of Engineers
US Army Corps
A S
-A D
V E
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IS
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A R
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JA
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NOTES
A1
DECK PLAN - END DOLPHIN
ABOUT C/L
SYMMETRICAL
DOLPHIN
A1 C1
A3
EL. 6.0
EL. 0.0
" = 1'-0"16
3SCALE:
(T Y P
" = 1'-0"16
3SCALE:
SECTION
A30 4' 8' 16' 0 4' 8' 16'
S-403
S-403
.9
F
A C
E O
F B
U L
L N
O S
E D
O L
P H
IN
S
T A
C.J.
OPTIONAL
(T O
B E
C O
N S
T R
U C
T E
D B
Y O
T H
E R
S
.1
F
A C
E O
F P
O N
T O
O N
G U
ID
E
W A
L L
S T
A
OUTER FACE OF THE EXISTING LOCK WALL.
WITH THE OUTER FACE OF THE RUB RAILS IN ALIGNMENT WITH THE
6. DOLPHIN C/L TO BE CONSTRUCTED PARALLEL TO THE LOCK C/L,
OF A SEPARATE CONTRACT.
5. ACCESS TO DOLPHIN STRUCTURE WILL BE PROVIDED AS PART
STRUCTURE.
BE IN A LOCATION THAT DOES NOT ADVERSELY AFFECT THE
SHALL BE APPROVED BY THE CONTRACTING OFFICER AND SHALL
4. ADDITIONAL OR ALTERNATE CONSTRUCTION JOINT LOCATIONS
DRAWINGS ARE IN A DATUM OTHER THAN NAVD88.
3. ELEVATIONS SHOWN ARE IN NAVD88, BUT THE REFERENCE
2. DRAIN LINES TO BE SPACED AROUND REINFORCEMENT.
6" FROM FACE OF CONCRETE.
1. DRAIN LINES LOCATED ADJACENT TO PARAPET TO BE LOCATED
EL. 23.0 SEE NOTE 3
E
W O
R L
E A
N S
L
O U
IS
IA
N A
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
8'-6" 9'-0" 9'-0" 9'-0" 11'-0" 9'-0" 4'-6"
60'-0"
THICKNESS (TYP.)
" WALL 4
3WITH
(A)
(A)
-4
S-402
S
-4 .d g n
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D D
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P H
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4 5
A
B
ID
Sheet of Engineers
US Army Corps
IN
N
E R
H A
R B
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N A
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US Army Corps
A S
-A D
V E
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JA
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ABOUT C/L
DOLPHIN SYMMETRICAL
C
E
SR404
SR403
A1
END DOLPHIN PILE LAYOUT
4' 8'0 2'
NOTES
PERIMETER PILE CONNECTION DETAIL ON SR404.
3. ROW 6 PILES SHALL BE CONSTRUCTED FOLLOWING THE
SEE SHEET S-502
2. FOR PILE TENSION CONNECTION DETAILS
RUB RAIL
1. (A) DENOTES LOCATION OF BEVELED END OF
G
I
1 2 3 4 5 6
" = 1'-0"4
1SCALE:
S-404
S-404 C2
A1
C1
A2
F A
C E
O F
B U
L L
N O
S E
D O
L P
H
IN
S T
A
.9
FACE OF LOCKWALL
B
J
K
E
W O
R L
E A
N S
L
O U
IS
IA
N A
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
PIPE PILE, TYP
SEE C4 FOR ANCHORAGE
RUB RAIL (TYP.)
PIPE PILE, TYP
PARAPET WALL
RUB RAIL (TYP.)
1'-0"1'-0"6" 1'-0" 6"
"2
4"
1'-0"
EACH END
2 BOLTS @
-4
S-403
S
-4 .d g n
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P H
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N S
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2 3
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4 5
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ID
Sheet of Engineers
US Army Corps
IN
N
E R
H A
R B
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N A
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N
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US Army Corps
A S
-A D
V E
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IS
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D
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W E
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A R
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52 6
1/4" = 1' - 0"
SECTION
4' 8'0 2'S-401
1/4" = 1' - 0"
PARAPET WALL
SECTION
4' 8'0 2'S-401
S T
A
.9
SEE C4 FOR ANCHORAGE
RUB RAIL (TYP.)
C1
EL 23.0
OF RUB RAIL
BEVELED END
A4
KHGFEDCBA
EL 0.0
I J
A1
EL 23.0
EL 0.0
S
T A
.9
OF RUB RAIL
BEVELED END
NOTES
REINFORCING IN THE WALL.
5. ANCHORS SHALL BE SPACED TO MISS THE VERTICAL
4. RUB RAILS SHALL BE IN LINE WITH LOCK STRUCTURE.
3. RUB RAILS SHALL CONFORM WITH SPECIFICATION 10 00 01.00 12.
2. PIPE CUTOFF AND TIP EL., SEE SHEET S-501.
1. SEE PIPE DETAILS, SHEET S-501.
WALL
PARAPET
EL. 0.0
DETAIL - RUB RAIL SPACING
SCALE: 3/4" = 1'-0"
EL. 23.0
A4 0 1' 2' 3'
R
U B
R A
IL
S
E Q
U A
L L
Y S
P A
C E
D A
T
SCALE: 1-1/2" = 1'-0"
B4
TYPICAL RUB RAIL ELEVATION VIEW
TYP.
COUNTER BORE (TYP.)
E
M B
E D
M E
N T
OR EQUIVALENT
THREADED INSERT
3/4" HILTI HIS RN
2. ANCHORS SHALL BE POST-INSTALLED
1. SETS OF ANCHORS SHALL BE SPACED 5' O.C.
NOTES:
C4
4"x10" RUB RAIL (TYP.)
/2
M
IN
C L
E A
R
TYPICAL RUB RAL ANCHORAGE
SCALE: N.T.S.
FENDER (TYP.)
THROUGH
DRILL 13/16" HOLES
GRADE 8M NUTS.
B8M W/ASTM A194
BE ASTM A193 GRADE
3/4" Ø STUDS SHALL
GAP
E
W O
R L
E A
N S
L
O U
IS
IA
N A
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
3'- 0"
'-0
3'-0"
'-0
'-0
T
Y P
" 8
4'-1
4'- 9"
6'-0" TYP.
4'-9"
3'-0"
CHAIN
/1
"8
4'-1
3'-0"
6'-0" TYP.
4" TOE BOARD
EQUAL
APPROVED
SPEED RAIL OR
HOLLAENDER
PIPE SCH. 80 (TYP.)
1 1/2" Ø ALUMINUM
/4
1 3/4 " TYP.
5"
M
IN
IM
U
M E
M B
E D
M E
N T
SAFETY RAIL POST
1/8" NEOPRENE PAD
9/16" Ø BOLT HOLES
RAIL POST
SAFETY
1/2" Ø ANCHOR ROD.
GRADE 8M NUTS
B8M WITH ASTM A194
BOLTS ASTM A193 GRADE
1/2" STAINLESS STEEL
OR APPROVED EQUAL
BRACKET HOLLAENDER
#49F TOE BOARD
APPROVED EQUAL
HOLLAENDER OR
TOE PLATE
3/8"X4" ALUMINUM
APPROVED EQUAL
HOLLAENDER OR
BRACKET
#49F TOE BOARD
APPROVED EQUAL
HOLLAENDER OR
TOE PLATE
3/8"X4" ALUMINUM
/4
-4
S-405
S
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4 5
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Sheet of Engineers
US Army Corps
IN
N
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H A
R B
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N A
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®of Engineers
US Army Corps
A S
-A D
V E
R T
IS
E
D
S
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T H
W E
S T
U M
A R
R A
JA
J A
N
C4
ABOUT C/L
SYMMETRICAL
DOLPHIN
F A
C E
O F
B U
L L
N O
S E
D O
L P
H
IN
S T
A
.9
NYLON-INSERT LOCKNUTS WITH ALL ANCHORS.
OKLAHOMA OR EQUAL. PROVIDE C.R.S. WASHERS AND C.R.S.
HILTI, HIT-HY ADHESIVE CAPSULES AS MFD. BY HILTI, TULSA,
NEOPRENE GASKET.
3. WHERE ALUMINUM IS EXPOSED TO CONCRETE, USE 1/8"
2. SCHEDULE 80, FOR RAILS AND POSTS. ALL HANDRAIL PIPE ARE
OHIO OR EQUAL.
MANUFACTURED BY THE HOLLAENDER MFG. CO., CINCINNATI,
1. ALL HANDRAIL FLANGE FITTINGS MUST BE ALUMINUM AS
NOTES
" = 1'-0"4
1SCALE:
END DOLPHIN SAFETY RAIL PLAN
A1
4' 8'0 2'
C4
SCALE:1" = 1'-0"
ELEVATION
0 1' 2'
A4
A4
SCALE: 6" = 1'-0"
0 3" 6"
DETAIL
ELEVATIONPLAN
FACE OF DOLPHIN PARAPET WALL
E
W O
R L
E A
N S
L
O U
IS
IA
N A
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
VARIES
SLAB
(CTR DESIGNED)
SLAB FORMS
(2) C6X13, 4' LONG
(EMBEDDED IN SEAL SLAB)
(2) C3X6, 1'-6" LONG
SLAB
(2) C6X13, 4' LONG
SEAL SLAB
(EMBEDDED IN SEAL SLAB)
(2) C3X6, 1'-6" LONGSLAB (CTR DESIGNED)
PRECAST CONCRETE SEAL
60'-0"
3'-6"
VARIES
SLAB
(CTR DESIGNED)
SLAB FORMS
(2) C6X13, 4' LONG
(EMBEDDED IN SEAL SLAB)
(2) C3X6, 1'-6" LONG
SLAB
(2) C6X13, 4' LONG
SEAL SLAB
(EMBEDDED IN SEAL SLAB)
(2) C3X6, 1'-6" LONG
4'-6"9'-0"11'-0"9'-0"9'-0"9'-0"8'-6"
/1
/1
-4
S-407
S
-4 .d g n
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A B
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D F
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D
2 3
C
4 5
A
B
ID
Sheet of Engineers
US Army Corps
IN
N
E R
H A
R B
O R
N A
V
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N
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®of Engineers
US Army Corps
A S
-A D
V E
R T
IS
E
D
S
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T H
W E
S T
U M
A R
R A
JA
J A
N
NOTES
CHANNEL SIDE LAND SIDE
A4
SECTION
SCALE: N.T.S.
C4
SECTION
SCALE: N.T.S.
DIRECTION TO ACCOMODATE THE FORMS.
PAST THE MONOLITH SLAB A SUFFICIENT DISTANCE IN EACH
2. THE PRECAST CONCRETE SEAL SLAB MAY NEED TO EXTEND
METHODOLOGY FOR APPROVAL.
AND CALCULATIONS FOR PROPOSED CONSTRUCTION
CONCRETE MONOLITH. CONTRACTOR SHALL SUBMIT FINAL PLANS
AND METHODS REQUIRED FOR CONSTRUCTION OF THE
ONLY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING MEANS
1. THIS IS A CONCEPTUAL DRAWING FOR BIDDING PURPOSES
B
I
J
K
A4
C4
6 5 3 2 1
A
D
F
H
C
E
G
DOLPHIN CONCEPTUAL SEAL SLAB AND FORMWORK
A1
4' 8'0 2'" = 1'-0"4
1SCALE:
DIRECTION TO ACCOMODATE THE FORMS.
PAST THE MONOLITH SLAB A SUFFICIENT DISTANCE IN EACH
2. THE PRECAST CONCRETE SEAL SLAB MAY NEED TO EXTEND
METHODOLOGY FOR APPROVAL.
AND CALCULATIONS FOR PROPOSED CONSTRUCTION
CONCRETE MONOLITH. CONTRACTOR SHALL SUBMIT FINAL PLANS
AND METHODS REQUIRED FOR CONSTRUCTION OF THE
ONLY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING MEANS
1. THIS IS A CONCEPTUAL DRAWING FOR BIDDING PURPOSES
NOTES
CHANNEL SIDE LAND SIDE
A4
SECTION
SCALE: N.T.S.
C4
SECTION
SCALE: N.T.S.
E
W O
R L
E A
N S
L
O U
IS
IA
N A
U .S
A
R M
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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
(OPTIONAL)
FIELD SPLICE JT
TOP OF PLUG TO TOP OF PILE.
CONCRETE POURED FROM
4000 PSI UNREINFORCED
36 " DIA. STEEL PIPE PILE
" BACKER RING8
33" X
" PIPE WALL THICKNESS4
-4
S-501
S
-5 .d g n
P
IP
E P
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D E
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S
O
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D
2 3
C
4 5
A
B
ID
Sheet of Engineers
US Army Corps
IN
N
E R
H A
R B
O R
N A
V
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A T
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N
C A
N A
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-0
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US Army Corps
A S
-A D
V E
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IS
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D
S
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T H
W E
S T
U M
A R
R A
JA
S
E P
T
TIP OF PILE
C/L OF PILE
BOT OF CAP
TOP OF CAP
NOTES
W
T S
T E
E L
P
IP
E P
IL
E x
-0
TOP OF PILE
EXISTING MUDLINE VARIES
S-502
A1 " = 1' - 0"2
1SCALE:
D3
D4
C1
LOCATION PILE TYPE PILE SIZE
ORIENTATION
PILE
OF PILES
NUMBER
ELEVATION
TOP OF PILE
ELEVATION
TIP OF PILE
MINIMUM
PILE LENGTH (FT)
MINIMUM
PILE COATING
CONNECTORS
TENSION
END DOLPHIN PILE SCHEDULE
2' 4'0 1'
VERTICALEND DOLPHIN
SOUTHWEST
" WT 4
336" OD x 26 ALL PILES
Fy = 52 ksi
ASTM A139 GR. E,
STEEL PIPE PILE
EL 3.0 EL -147.0 150
-0
V A
R
IE
S
LENGTH.
TESTED USING BOTH VT AND UT FOR 100% OF THE WELD
5. PIPE PILE SPICE WELDS SHALL BE NON-DESTRUCTIVELY
17.00 12, "STEEL PIPE PILES".
REQUIREMENTS AS STATED IN SPECIFICATION SECTION 31 62
THICKNESS AND SHALL CONFORM WITH THE MATERIAL
" WALL 4
34. ALL STEEL PIPE PILES SHALL BE 36" DIA. WITH A
3. SEE PILE SCHEDULE FOR DETAILS.
12.
2. PIPE PILES SHALL BE PAINTED PER SPECIFICATION 09 97 02.01
" WT PIPE PILE ASTM A193 E. Fy=52ksi4
31. FOR 36" OD x
PILE AND EXTENDING TO EL. -41.0
FROM TOP OF
PILE COATING REQUIRED
STEEL PIPE PILE SPLICE DETAIL
SECTION
PIPE PILE
WITH PIPE WALL
GRIND FLUSH
SCALE: 1"= 1' - 0"D3
B3 SCALE: N.T.S.
0 1' 2'
CONCRETE
UNREINFORCED
2500 PSI
FACE
OUTSIDE
TACK
D4
"x 3" BACKER RING8
SCALE: 3"= 1' - 0" 0 3" 6" 9"
SECTION
E
W O
R L
E A
N S
L
O U
IS
IA
N A
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
" 1
6"
BAR, (TYP.)
#11 EDGE
WRAP AROUND NOSE
#11 EDGE BAR, CONT
EACH SIDE 9'-0" LONG
#11 DIAGONAL BARS
2'-0"
4'-0"
9"
4'-0"
1'-0"1'-0"
4'-0"
1'-0"
5'-0"
1'-0"
4'-0"
1'-0"1'-0"
4'-0"
1'-0"1'-0"
4'-0"
1'-0"1'-0"
4'-0"
1'-6"
-4
SR401
S R
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E N
D D
O L
P H
IN
B
O T
T O
M R
E
IN
F O
R C
E M
E N
T
IN ORDER TO MAKE THE #11 BAR FIT AROUND THE PILE HANGERS.
MECHANICAL BAR SPLICES WILL BE REQUIRED IN THE E/W DIRECTION
STICKING UP ALONG THE ENTIRE PERIMETER OF THE SOFFIT, AS IT IS,
AND E/W BARS IMPOSSIBLE DUE TO THE 1'-10" LEGS OF THE U-BARS
THE U-BARS WILL MAKE MANEUVERING THE N/S
CANNOT USE ANY OF THE BOTTOM MAT STEEL AS TEMPLATE.
BARS THE AREAS WHICH ARE DIAGONAL TO THE N/S RUN
WALLS AND NOT STRICTLY WITHTHE N/S OR E/W
BECAUSE THE U-BARS RUN TANGENIAL TO THE
NOTE:
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US Army Corps
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N M
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P P
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D A
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D E
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N D
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D B
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US Army Corps
A S
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JA
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A1 " = 1'-0"4
1SCALE:
END DOLPHIN BOTTOM REINFORCEMENT LAYOUT
4' 8'0 2'
ABOUT C/L
DOLPHIN SYMMETRICAL
(T Y
P
B
A
B
A
B
A
3'-0"
B
A
B
A
B
A
3'-0"
B
A
BBBBB
AAAA A
3'-0"3'-0"
A
B
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
B
B
A4
NOTED.
4. #11 EDGE BARS SPACED AT 6" O.C. UNLESS OTHERWISE
3. TENSION CONNECTORS NOT SHOWN FOR CLARITY.
2. SEE SHEET G-003 FOR SPLICE LENGTH REQUIREMENT.
DOLPHIN.
1. REINFORCEMENT SYMMETRICAL ABOUT CENTERLINE OF
NOTES
REINFORCEMENT LAYOUTTYPE
REINFORCEMENT SCHEDULE
#11 BARS @ 6" OC, TYP (2 LAYERS)B
#11 BARS @ 9" OC, TYPA
| W912P823B0065 Amendment 0002 |
| W912P823B0065 Revised Plans |
| C-104 |
| C-105 |
| G-001 |
| G-002 |
| S-401 |
| S-402 |
| S-403 |
| S-405 |
| S-406 |
| S-501 |
| SR-401 |
File details come from the government source that posted it. Updated .