20230713-W912P823B0064_Plans 5.pdf
PDF 9 MB Posted
- Attached to
- COMITE RIVER DIVERSION CHANNEL REACH 1 Federal contract opportunity
- Solicitation number
- W912P823B0064
About this file
This solicitation is for design and construction services for a pipe bridge over the Comite River Diversion Canal Reach 1 project located in East Baton Rouge, Louisiana. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District New Orleans.
The scope of work includes design, fabrication, and construction of a cast-in-place concrete pipe bridge structure approximately 76 feet long with 15 spans. The bridge will consist of precast prestressed concrete girders and piles supported by cast-in-place concrete pile caps and footings. Additional requirements include installation of fencing, handrails, lighting, and drainage. Bids are due by March 23, 2022 and it is anticipated that the notice of award will be issued by April 2022. Pricing is to be provided as a firm fixed price for the entire scope of work. The solicitation encourages participation from small businesses under the 8(a) Business Development Program.
The technical specifications and drawings provide requirements for structural design, materials, construction methods and quality control. Reinforcing details, connection details, and standard notes are included for precast prestressed concrete girders and piles, cast-in-place concrete, masonry, structural steel and other components.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P823B0064 FINAL Bid Abstract Bids 1-6 crz rev1a.pdf | ||
| W912P823B0064 FINAL Bid Abstract Bids 1-6 crz.pdf | ||
| W912P823B00640003 FINAL Drawings only.pdf | ||
| W912P823B00640003 FINAL SF30 only.pdf | ||
| W912P823B00640002 FINAL SF30 9-6-23.pdf | ||
| W912P823B00640001 FINAL SF30 8-21-23 and Drawings.pdf | ||
| 20230713-W912P823B0064_Plans 2.pdf | ||
| W912P823B0064 Advertisement Specs for Comite River Diversion Channel Reach 1_Ed 20-003.pdf | ||
| 20230713-W912P823B0064_Plans 3.pdf | ||
| 20230713-W912P823B0064_Plans 1.pdf | ||
| 20230713-W912P823B0064_Plans 4.pdf | ||
| W912P823B0064 FINAL Solicitation w-o Specs - Plans 8-9-23.pdf |
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1. THE DRAWINGS REPRESENT STRUCTURAL COMPONENTS IN THEIR FINAL AND FINISHED STATE. CONSTRUCTION PROCEDURES, BRACING METHODS, SAFETY PRECAUTIONS OR MECHANICAL REQUIREMENTS USED TO ERECT THEM
ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR.
2. O.S.H.A. REGULATIONS - THE CONTRACTOR SHALL COMPLY WITH THE DEPARTMENT OF LABOR, SAFETY AND
HEALTH REGULATIONS FOR CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS TYING TO OR DEPENDENT UPON ADJACENT
STRUCTURES PRIOR TO FABRICATION OF NEW WORK.
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.
5. UNLESS OTHERWISE INDICATED, DETAILS SHOWN FOR ANY SPECIFIC CONDITION AND LOCATION SHALL BE
CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS..
6. DETAILS AND CONNECTIONS WHICH ARE SHOWN BY THE STRUCTURAL DRAWINGS IN SPECIFIC LOCATIONS SHALL
APPLY IN SIMILAR FORM FOR ALL OTHER SIMILAR CONDITIONS UNLESS OTHERWISE SHOWN.
{\LGENERAL}
GENERAL STRUCTURAL NOTES
{\LSITE PREP, EARTHWORK & FOUNDATION NOTES}
1. SUBSURFACE EXPLORATION WAS PERFORMED BY TERRACON CONSULTANTS INC. PROJECT NO.. EH195243.
2. FOLLOW SITE PREP RECOMMENDATIONS CONTAINED THEREIN.
3. COMPACT EXCAVATED FOUNDATION AND HAVE INSPECTED BY GEOTECHNICAL ENGINEER PRIOR TOR POURING DRY BOTTOM AND FOOTING.
{\LDESIGN CRITERIA}
1. LIVE LOAD:
A. 40 PSF ON 3.5' WIDE WALKWAYS
B. 200 PSF SURCHARGE ADJACENT TO ABUTEMENTS
C. 200# ON HANDRAIL 40" ABOVE DECK
2. WIND LOAD:
A. RISK CATEGORY III
B. 129 MPH
C. EXP. C
D. DIRECTION FACTOR Kd = 0.85
E. GUST FACTOR G = 0.85
F. KL = 1.0
3. SEISMIC - LA DOT CRITERIA
4. VOLUME CHANGE: TEMPERATURE RANGE 85F (RISE 35F, FALL
50F)
{\LDESIGN CRITERIA REFERENCES}
{\LPRECAST PRESTRESSED CONCRETE}
}1. ACI 318-19, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
2. PCI DESIGN HANDBOOK, 7th EDITION.
3. ASCE 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER
STRUCTURES.
4. ASME B31.3, WIND LOADS ON PIPING SYSTEMS.
5. LADOT, BRIDGE DESIGN AND EVALUATION MANUAL (8-8-2019)
6. AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
1. PILES: f'c = 6000psi ; f'ci =4500psi
2. GIRDERS: f'c = 8500psi ; f'ci = 6500psi
3. STRANDS: SEVEN WIRE, LOW RELAXATION, {"%%C, ASTM A 416
4. STRESS AND ANCHOR STRANDS AT 30.9 kips (EXCEPTION: TOP STRANDS IN GIRDERS FOR SUPPORT AT 2k)
5. PRESTRESSED GIRDERS DEPEND ON THE COMPLETED CAST-IN-PLACE DECK FOR LATERAL
STABILITY. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS NECESSARY TO ENSURE
STABILITY UNTIL DECK IS CAST AND HAS REACHED AT LEAST 75% OF IT'S SPECIFIED
STRENGTH.}
{\LCAST IN PLACE CONCRETE}
1. DESIGN AND INSPECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AISC 360. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS LATEST FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE
WITH AISC 303, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS LATEST.
2. STRUCTURAL STEEL MATERIAL:
A. ALL WIDE FLANGES SHALL BE ASTM A992, FY = 50KSI, UNLESS NOTED OTHERWISE (UNO).
B. HSS SHAPES (TUBES) SHALL BE ASTM A500 GRADE C.
C. PLATES, ANGLES SHALL BE ASTM A36.
D. ALL STEEL & BOLTS TO BE HOT DIPPED GALVANIZED UNLESS NOTED OTHERWISE.
3. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1.
A. WELDED CONNECTIONS SHALL BE MINIMUM " CONTINUOUS FILLET WELDS MADE WITH E70XX ELECTRODES UNO.
B. CONTRACTOR SHALL PREPARE WELDING PROCEDURE SPECIFICATIONS FOR PRE-QUALIFIED WELDS AND SHALL PREPARE WELDING PROCEDURES FOR QUALIFICATION BY TESTING FOR WELDED JOINTS THAT ARE NOT AWS PRE-QUALIFIED.
C. ACCEPTANCE CRITERIA:
a. FOR FULL PENETRATION SPLICE WELDS A MINIMUM OF 20% SHALL BE NDE TESTED BY UT FLAW DETECTION. ADDITIONAL
TESTING MAY BE REQUIRED BY OWNER N THE EVENT NON-COMPLIANT JOINTS ARE DETECTED.
b. PARTIAL PENETRATION WELDS AND FILLET WELDS SHALL BE VISUALLY INSPECTED AND A MINIMUM OF 5% SHALL BE NDE TESTED BY WET FLUORESCENT MAGNETIC PARTICLE TESTING (WFMT) OR DYE PENETRANT TESTING AS APPLICABLE.}
{\LSTRUCTURAL STEEL NOTES (RE: CIVIL FOR SEWER PIPE & CASING) }
{\LLAMINATED BEARING PADS}
1. ELASOMERIC MATERIAL WITH SHEAR MODULUS OF 150 PSI.
2. ASTM A36 STEEL PLATES {" THICK.}
(2)-#5 CONT.
FOR OPENINGS LESS THAN 4'-0" WIDE
SCALE:
FOR OPENINGS 4'-0" TO 8'-0"WIDE
TYP. CMU LINTEL DETAILS
NOT TO SCALE
\A1;2"
\A1;8
\A1;2"
\A1;8
"U" BLOCK
"U" BLOCK
\A1;(2)-#5 CONTINUOUS REINFORCEMENT IN KNOCK-OUT BOND BEAM
(2)-#5 CONT.
{\LMASONRY NOTES}
1. ALL MASONRY MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS OF BRICK INSTITUTE OF AMERICA (BIA) AND NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) AND MINIMUM
REQUIREMENTS ESTABLISHED BY LOCAL BUILDING CODE.
2. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE ASTM C90 UNLESS OTHERWISE SPECIFIED BY
APPLICABLE BUILDING CODE.
3. MORTAR: EXCEPT AS OTHERWISE SET FORTH HEREIN ALL MORTARS AND THE MATERIALS THEREIN SHALL
CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS, ASTM C270.
4. ALL REINFORCED MASONRY WALLS WITH OPENINGS UP TO 4'-0" WIDE, SHALL HAVE ONE REINFORCED CELL (MINIMUM) AT EACH SIDE OF OPENINGS. FOR OPENINGS LARGER THAN 4'-0" WIDE PROVIDE 2 BARS AT EACH SIDE OF OPENINGS. FILL ALL REINFORCED CELLS WITH GROUT. REINFORCING AT EDGES OF OPENINGS TO MATCH TYPICAL MASONRY REINFORCING SIZE (UNLESS NOTED OTHERWISE) AND EXTEND TO TOP OF
WALL.
5. PROVIDE TRUSS TYPE REINFORCING AT 16" O.C. FOR ALL CMU WALLS UNLESS NOTED OTHERWISE.
6. GROUT SOLID ALL REINFORCED CELLS AND BOND BEAMS WITH 3000 PSI GROUT.
7. ALL REINFORCED MASONRY WALL CORNERS AND INTERSECTIONS SHALL HAVE ONE VERTICAL BAR (MINIMUM). FILL REINFORCED CELL(S) WITH 3000 PSI GROUT. REINFORCING SHALL MATCH TYPICAL MASONRY
REINFORCING SIZE (UNLESS NOTED OTHERWISE) AND EXTEND TO TOP OF WALL.
8. PROVIDE ONE VERTICAL BAR (MIN.) FIRST CELL EACH SIDE OF CONTROL JOINTS. FILL CELL WITH GROUT.
WHEN ADJACENT SPLICES IN GROUTED MASONRY ARE SEPARATED BY 3 INCHES OR LESS, THE REQUIRED
LAP LENGTH MUST BE INCREASED 30%.}
#5#6 #7
30" 36" 42"
Reinforcing Bar Schedule Min. Lap Splice Length
REV.DATE OF
DRAWING # DESCRIPTION
ISSUED
HEREWITHNO.ISSUE
DRAWING INDEX
S1 GENERAL NOTES 0
S2 ELEVATIONS
S3 PILE LAYOUT PLAN
S4 SECTIONS AND DETAILS
S5 SECTIONS AND DETAILS
S6 SECTIONS AND DETAILS
S7 TRANSTION MAT DETAILS
S8 CMU WALL DETAILS
03-08-21
S9 PIPE SUPPORT DETAILS
003-08-21
003-08-21
003-08-21
003-08-21
003-08-21
003-08-21
003-08-21
003-08-21
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PROFESSIONAL ENGINEER
INCI VI L ENGI NEER
NG
PETER R. BOWLIN
REG. No. 30200
ST A ET OF L UIO
IANA
S
REGISTERED{\Fscripts|c0;March 8, 2021}
EL. 33.159'
SCALE:
PIPE BRIDGE PROFILE
1/16" = 1'-0"2
\A1;15'-0"
EL. 81.0'
30"x30" PRECAST
CONC. PILES
TIP EL. -20.00'
EL. 61.75'
EL. 40.08'
EL. 61.75'
SCALE:
PIPE BRIDGE PLAN
1/16" = 1'-0"1
S T
A
.7
S T
A
S T
A
S T
A
\p xt
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S
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S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
.6
S T
A
.0
EL. 79.46
0.00'
-20.00'
-40.00'
20.00'
40.00'
60.00'
80.00'
100.00'
EXIST. GRADEEXIST. GRADE
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.1
EL. 40.08'
EL. 88.49'
CASING
T O
P B
A N
K
T O
P B
A N
K
EL. 79.64T.O.C. EL. 80.29'
T.O.C. EL. 80.29'
\A1;61'-3"\A1;62'-0"\A1;62'-0"\A1;62'-0"\A1;6 1'-3" \A1;19'-11"\A1;20'-8"\A1;20'-8"\A1;20'-8"\A1;20'-8"\A1;20'-8"\A1;20'-8"\A1;20'-8"\A1;20'-8"\A1;20'-8"\A1;20'-8"\A1;20'-8"\A1;20'-8"\A1;20'-8"\A1;19'-11"
SADDLES TYP.
A
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S T
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S T
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S T
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\A ;3
\A1;13'-11{\H0.75x;\S5#8;}" \A1;
3'-9
\A
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9"
\A1;6'-11{\H0.75x;\S13#16;}"
TIP EL. 27.80'
TYP.
TYP.
14"x14" PRECAST CONC. PILES
30"x30" PRECAST
CONC. PILES
TIP EL. 27.80'
TYP.
14"x14" PRECAST CONC. PILES
\A1;17'-5" \A1;17'-5" \A1;14'-3"\A1;17'-5"\A1;17'-5"\A1;14'-3"
SCOUR LINESCOUR LINE
\A1;
20'-0
N
S T
A
.3
A C E
BD
\A1;1 3'-11
{\H0 .75x
;\S5# 8;}"
146 7 8 9 10 11 12 13
\A1;25'-8"
\A 1;
3'- 9"
7 8 9 10 11 12 136
\A1;25'-8"
S T
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.3
30"x30" PRECAST
CONC. PILES
30"x30" PRECAST
CONC. PILES
S T
A
.6
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.3
S T
A
.1
S T
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.7
S T
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.0
S T
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.3
S T
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.3
S T
A
.6
\pxql;FOOTING RE:S7 \pxql;FOOTING RE:S7
S4
TYP
S6
TYP
\A1;6"
END OF CASING
\A1;6"
END OF CASING
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S T
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S T
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S T
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R
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PROFESSIONAL ENGINEER
INCI VI L ENGI NEER
NI
G
PETER R. BOWLIN
REG. No. 30200
ST A ET OF L UIO
I ANA
PILE LAYOUT PLAN
1/16" = 1'-0"1
CHANNEL
5 6 7 8 910
\A1;61'-3"\A1;62'-0"\A1;62'-0"\A1;62'-0"\A1;61'-3"
11 12 13
A C E
B D
A
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9" \A
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\A1;6'-11{\H0.75x;\S13#16;}"\A1;13'-11{\H0.75x;\S5#8;}"\A1 ;3'-9
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9"
\A1;6'-11{\H0.75x;\S13#16;}" \A1;17'-5" \A1;17'-5" \A1;14
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N
\A1;25'-8"
\A1;25'-8"
S T
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.3
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.3
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.3
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.1
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.3
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.7
\A1;(4) TURNS @ 1{\H0.7x;\S1#2;}" = 6"\A1;(16) TURNS @ 2" = 2'-8"
\A1;1
\A1;SPIRAL TURNS @ 4"
W4.0 (.040"%%C) SPIRAL WIRE\A1;2'-6"
SCALE:
TYPICAL 30"x30" or 14"x14" PRESTESSED PILE DETAIL 1"=1'-0"2
(STRANDS NOT SHOWN FOR CLARITY)
\A1;(7) {\H0.7x;\S1#2;}"%%C 270k STRANDS PER ROW
VOID TO BE MIN. 16"%%C MAX. 18"%%C
\A1;(4) TURNS @ 1{\H0.7x;\S1#2;}" = 6"\A1;(16) TURNS @ 2" = 2'-8"
\A ;1
\A
1;
" O R
4"
S Q
\A1 ;2'-
6"
\A 1;
2'- 6"
\A1;(8) {\H0.7x;\S1#2;}"%%C STRANDS
\A1;
1'-2
" \A1;1'-2"
TYPICAL 30"x30" CROSS SECTION
TYPICAL 14"x14" CROSS SECTION
GRID STATION NO. CUT OFF ELEV. TIP ELEV.BATTER REMARKS
A-1
.8
PILE TYPE & SIZE
1.5:12 14"x14" CONC.
PILE SCHEDULE3
A-2
A-3
A-4
A-10
A-11
A-12
STA 14+62.63
STA 11+54.13
STA 11+36.71
STA 11+19.30
STA 11+5.05
STA 14+80.05
STA 14+97.46
STA 15+11.71
1.5:12
1.5:12
1.5:12
1.5:12
1.5:12
1.5:12
1.5:12
14"x14" CONC.
14"x14" CONC.
14"x14" CONC.
14"x14" CONC.
14"x14" CONC.
14"x14" CONC.
14"x14" CONC.
27.80'
27.80'
27.80'
27.80'
27.80'
27.80'
27.80'
B-6
B-7
B-8
STA 14+01.38
STA 13+39.38
STA 12+77.38
STA 12+15.38 1.5:12
1.5:12
1.5:12
1.5:12
30"x30" CONC.
30"x30" CONC.
-20.00'
C-5
C-10
NONE 14"x14" CONC.
14"x14" CONC.
27.80'
27.80'
RE: DETAILS 2, 4 & 5
RE: DETAILS 2, 4 & 5
RE: DETAILS 2, 4 & 5
RE: DETAILS 2, 4 & 5
D-6
D-7
D-8
1.5:12
1.5:12
1.5:12
1.5:12
30"x30" CONC.
30"x30" CONC.
\A1;78.71' RE: DETAILS 2, 4 & 5
RE: DETAILS 2, 4 & 5
RE: DETAILS 2, 4 & 5
RE: DETAILS 2, 4 & 5
E-1
27.80'1.5:12 14"x14" CONC.E-2
E-3
E-4
E-10
E-11
E-12
1.5:12
1.5:12
1.5:12
1.5:12
1.5:12
1.5:12
1.5:12
14"x14" CONC.
14"x14" CONC.
14"x14" CONC.
14"x14" CONC.
14"x14" CONC.
14"x14" CONC.
14"x14" CONC.
27.80'
27.80'
27.80'
27.80'
27.80'
27.80'
27.80'
NONE
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
RE: DETAIL 6
30"x30" CONC.
30"x30" CONC.
30"x30" CONC.
30"x30" CONC.
27.80'1.5:12 14"x14" CONC. RE: DETAIL 6
E-5
E-13
E-14 1.5:12 14"x14" CONC. 27.80' RE: DETAIL 6
A-5
77.29' 27.80'1.5:12 14"x14" CONC.STA 10+79.38 RE: DETAIL 6
A-13
A-14 STA 15+37.38 1.5:12 14"x14" CONC. 27.80' RE: DETAIL 6
B-9
D-9
STA 14+62.63
STA 11+54.13
STA 11+5.05
STA 15+11.71
STA 10+79.38
STA 15+37.38
STA 14+01.38
STA 13+39.38
STA 12+77.38
STA 12+15.38
PILE
LENGTH
\A1;99'-5{\H0.7x;\S11#16;}"
\A1;99'-5{\H0.7x;\S11#16;}"
\A1;99'-5{\H0.7x;\S11#16;}"
\A1;99'-5{\H0.7x;\S11#16;}"
\A1;99'-5{\H0.7x;\S11#16;}"
\A1;99'-5{\H0.7x;\S11#16;}"
\A1;99'-5{\H0.7x;\S11#16;}"
\A1;99'-5{\H0.7x;\S11#16;}"
-20.00'
-20.00'
-20.00'
-20.00'
-20.00'
-20.00'
-20.00'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
77.29'
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-10{\H0.7x;\S1#2;}"
\A1;49'-5{\H0.7x;\S7#8;}"
\A1;49'-5{\H0.7x;\S7#8;}"
STA 11+36.71
STA 11+19.30
STA 14+80.05
STA 14+97.46
STA 14+62.63
STA 11+54.13
\A1;78.71'
\A1;78.71'
\A1;78.71'
\A1;78.71'
\A1;78.71'
\A1;78.71'
\A1;78.71'
SCALE:
SECTION
1/2"=1'-0"4
\A1;1' -0"
\A 1;6
'-0
(6) #6 HEADED REBAR. EMBED 6' INTO VOID OF PILE & FILL WITH 4500psi CONCRETE
30"x30" VOIDED PILE
\A1 ;6"
\A 1;
\A1 ;30
SCALE:
SECTION
1/2"=1'-0"5
\A1;(6) #6 REBAR
PILE CAP
\A1;
6"
14"x14" PRECAST CONC. PILE
SCALE:
SECTION
1/2"=1'-0"6
\A 1;
3'- 6"
R E
N
O T
E
GRADE BEAM REBAR RE: S7
NOTE 1: EXTEND GRADE BEAM DOWN 6" @ EA. PILE
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1-800-272-3020
Louisiana
TMall before you dig.
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P.O. BOX 1751 BATON ROUGE, LA. 70821 (225) 769-3400 FAX (225) 769-3596
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JT
PROFESSIONAL ENGINEER
INCI VI L ENGI NEER
NI
G
PETER R. BOWLIN
REG. No. 30200
ST A ET OF L UIO I ANA
PLAN (TYPICAL SPAN-INTERIOR SPAN SHOWN)
1/4"=1'-0"1
D
IA
P H
R A
G M
D
IA
P H
R A
G M
D
IA
P H
R A
G M
D
IA
P H
R A
G M
D
IA
P H
R A
G M
\A1;62'-0"
\A1;20'-8"\A1;20'-8"\A1;20'-8"
\A1;29'-10"\A1;29'-10"\A1;1'-2"\A1;1'-2" \A1;1'-2" \A1;1'-2"
PIPE BRIDGE
\A 1;
3' -9
\A
1;
3'-
9"
\A1;62'-0"
\A1;20'-8"\A1;20'-8"\A1;20'-8"
\pxqc;AASHTO TYPE 2 GIRDER TYP (61'-6" LONG TYP)
\A 1;
'-6
"\A1;SLOPE
{\H0.7x;\S1
#2;}" TO DR
AIN
\A1;SLOPE
{\H0.7x;\S1
#2;}" TO DR
AIN
66"%%C CASING NOT SHOWN FOR CLARITY
66"%%C CASING
AASHTO TYPE 2 GIRDER TYP.AASHTO TYPE 2 GIRDER TYP.
\A 1;
6"
\A1;6"
81'-0"
SCALE:
SECTION
1/4"=1'-0"3
PIPE BRIDGE
\A1;3'-9"\A1 ;3'-
9"
\A1;12'-6"
\A1;7 '-5{\H
0.75 x;\S1
5#16
BOTTOM OF GIRDERS
81'-0"
BOTTOM OF GIRDERS
RE: CIVIL FOR FENCE LIMITS
\A1;61'-6" TYPICAL GIRDER LENGTH ALL GIRDERS
CASING SADDLE
RE: 6/S5
CASING SADDLE
RE: 6/S5
CASING SADDLE
RE: 6/S5
CASING SADDLE
RE: 6/S5
SCALE:
ELEVATION (TYPICAL SPAN-INTERIOR SPAN SHOWN)
1/4"=1'-0"2
CONDUIT SUPPORT
RE: 6/S5 & 8/S5
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(2
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1-800-272-3020
Louisiana
TMall before you dig.
P A R
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P.O. BOX 1751 BATON ROUGE, LA. 70821 (225) 769-3400 FAX (225) 769-3596
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PROFESSIONAL ENGINEER
INCI VI L ENGI NEER
NI
G
PETER R. BOWLIN
REG. No. 30200
ST A ET OF L UIO IANA
PLAN (LINK SLAB REINFORCMENT)
3/8"=1'-0"1
INTERIOR
BENT
\A1 ;3'-9
\A1;3
'-9"
\A 1;
'-6
\A1;10'-0"
\A1 ;4'-0
\A1;6'-0"
\A1;4'-0" \A1;6'-0"
ADD #6 LINK SLAB REINFORCEMENT STAGGERED BETWEEN EACH LONGITUDINAL DECK REINFORCEMENT BARS
\A1;1 "W27x114 W/ TOP FLG. REMOVED
\A1; 1x10x2'-1{\H0.7x;\S1#2;}"\A1;1" \A1; 5'-6"
\A 1;
5'- 6"
\A1;6'-0"
\A 1;
1'- 0"
\A1;2'-3{\H0.75x;\S1#2;}"
\A1;6"
\A1;(3) SETS OF (2) {\H0.7x;\S5#8;}"%%Cx5" HEADED STUDS BELOW
TYP
\A1;L6x4x{\H0.7x;\S3#4;}x0'-8" W/ (2) {\H0.7x;\S3#4;}"%%C A307 BOLTS IN SLOTTED HOLES. TIGHTEN ONLY ENOUGH TO BRING SURFACES INTO CONTACT. SECURE USING DBL. HEADED NUTS
2"%%C HOLES TO ASSIST CONCRETE CONSOLIDATION AROUND END STUDS TYP.
\A1;6" \A1;2'-6" \A1;2'-6" \A1;6"
\A1;10"
\A1; 1x12x6'-0" W/ (3) SETS OF {\H0.7x;\S5#8;}"%%C HEADED STUDS. EMBED {\H0.7x;\S1#4;}" @ MID SPAN & SET LEVEL TO BE COATED TO MATCH SADDLE
SCALE:
CASING SADDLE DETAIL
1"=1'-0"6
SCALE:
CASING SADDLE ELEVATION
1"=1'-0"4
SCALE:
PLAN
1"=1'-0"5
\A1;(3) SETS OF (2) {\H0.7x;\S5#8;}"%%Cx5" HEADED STUDS BELOW
PIPE 66x{}
COATING RE: CIVIL
TYP
1" STIFF. EA. SIDE
TYP
TYP
TYP
TYP
\A1;8"
\A 1;
1'- 7"
\A1;L3x3x{\H0.7x;\S3#8;}
SUPPORT FOR 4"%%C CONDUIT
W/ U-BOLT TYP. @ EA. SADDLE
\A1;\pxql;NOTE: SADDLE COATING TO MATCH CASING COATING. RE: CIVIL.
\A1;{\H0.7x;\S1#4;}" THK. TEFLON PAD 5"x8"
\A1;4'-6" BEARING PLATES
\A1;BEARING RE: DETAIL 12
\A1;1'-6"
\A 1;
2' -0
\A1;1{\H0.75x;\S3#8;}" \A1;1{\H0.75x;\S3#8;}"
\A1;6{\H0.75x;\S3#8;}"
\A1;6'-0" MAX
\A 1;
3'- 6"
\A1;{\H0.7x;\S1#2;}"%%C BOLTS
\A1;{\H0.7x;\S1#2;}"%%C BOLTS
HANDRAIL POST
@ 6'-0" MAX. O.C.
TYP
TYP
\A1;TOE 5"x{\H0.7x;\S1#4;}"
SLICE AS REQ'D
\A1;TOE 5"x{\H0.7x;\S1#4;}"
SCALE:
SECTION
1"=1'-0"2 SCALE:
TYPICAL HANDRAIL DETAIL
1"=1'-0"3
\A1;A-36 1x4x0'-6" DRILL & TAP FOR (2) {\H0.7x;\S5#8;}"%%C BOLTS PROTECT AGAINST GROUT INTRUSION WHEN CONCRETE IS CAST
(2) #3 x1'-6" DEFORMED BAR ANCHORS TOP & BOTTOM
\A1;4"\A1;6"
(2) {}"%%Cx1{}" LG. A307 BOLTS W/ NYLON WASHERS
1. RE: CIVIL FOR HANDRAIL LIMITS
2. ALL HANDRAIL AND POST ARE ALUMINUM
{3. APPLY ULTRA TEF GEL TO INTERIOR OF HANDRAIL BOLT
HOLES PRIOR TO INSTALLING BOLTS.}
ADD SHEET OF MYLAR BETWEEN ALUMINUM HANDRAIL POST & STEEL EMBEDDED PLATE
SCALE:
TYPICAL FENCE SECTION
1"=1'-0"7
\A 1;
6'- 0"
(3) STRAND BARBED WIRE BRACKET
FENCE POST @ 8'-0" O.C. MAX.
(2) #3 x1'-6" DEFORMED BAR ANCHORS TOP & BOTTOM {x6x0'-8" W\
}(4) {}"%%C x1{}"
LG. A307 BOLTS
W/
\A1; 1x6x0'-8" DRILL & TAP FOR (4) {\H0.7x;\S7#8;}"%%C BOLTS PROTECT AGAINST GROUT INTRUSION WHEN CONCRETE IS CAST
{x6x0'-8" W\ }(4) {}"%%C x1{}"
LG. A307 BOLTS
W/
\A1; 1x6x0'-8" DRILL & TAP FOR (4) {\H0.7x;\S7#8;}"%%C BOLTS PROTECT AGAINST GROUT INTRUSION WHEN CONCRETE IS CAST88SIM. \A1;2 '-0{\H
0.75x ;\S1#
2;}"
9 GA CHAIN LINK FENCE
NOTE: RE: CIVIL FOR FENCE LIMITS
SEAL
\A1;(2) {\H0.7x;\S1#2;}"%%C ANCHORS \A1;3"
\A1;4"
\A
;8
\A1 ;6"
\A1;
1"
TYP.
T Y
P
SCALE:
SECTION
1 1/2"=1'-0"8
\A1;L3x3x{\H0.7x;\S3#8;}
INTERMEDIATE SUPPORT
FOR 4"%%C CONDUIT W/
U-BOLT TYP. SPACED 10'-0"
MAX BETWEEN EA. SADDLE
\A1;L 3x3x
{\H0.
7x;\S
3#8;
SCALE:
CONDUIT SUPPORT
1"=1'-0"8
TYP\A
1;
2'- 2"
\A1;15'-11{\H0.75x;\S5#8;}"\A 1;4
'-0
\A1;
6'-0
\A1;6'-0"\A1;3'-11{\H0.75x;\S5#8;}"
\A1;{\H0.7x;\S3#8;}" (4) SIDES ONLY TYP.
SCALE:
FRAMING PLAN
1/2"=1'-0"9
SCALE:
TYPICAL FRAMING SECTION
1/2"=1'-0"11
\A 1;
4'- 0"
SCALE:
SIDE ELEVATION
1/2"=1'-0"10
\A1;4'-0"
\A1;15'-11{\H0.75x;\S5#8;}"\A1;6'-0" \A1;6 '-0"
\A1;3'-11{\H0.75x;\S5#8;}"\A1;15'-11{\H0.75x;\S5#8;}"\A1;6'-0" \A1;6'-0"\A1;3'-11{\H0.75x;\S5#8;}"
\A1;{\H0.7x;\S3#8;}" NOT SHOWN FOR CLARITY \A1;\pxqr;{\H0.7x;\S3#8;}" GALVANIZED (4) SIDES ONLY TYP.
11 1111
\A1;{\H0.7x;\S3#8;}" NOT SHOWN ON ENDS FOR CLARITY
\A1;\pxqr;{\H0.7x;\S3#8;}" GALVANIZED (4) SIDES ONLY TYP.
\A1;\pxqc;PLATE WELDS TO FRAME MUST BE SEALED
\A1;8"
W27x114 W/ TOP FLG. REMOVED
\A1; 1x12x6'-0"
\A1;1'-0"
\A1;10{\H0.75x;\S1#8;}"
SEAL
TYP.
BACKING {}x8x4'-6" BOT.
W/ TEFLON PTFE
FC-1025-CS-{}L
BACKING {}x9{}"x4'-6" TOP
W/ TEFLON PTFE
FC-1025-CS-{}L
SCALE:
BEARING PLATE DETAIL
3"=1'-0"12
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G E, L A
(2
)-9
-5
C ne
1-800-272-3020
Louisiana
TMall before you dig.
P A R
IS
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P R
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C T
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SHEET NUMBER
H P ARI
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ES
TB
AT
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N
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C
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B A
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R
G O
U
P.O. BOX 1751 BATON ROUGE, LA. 70821 (225) 769-3400 FAX (225) 769-3596
C O
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PROFESSIONAL ENGINEER
INCI VI L ENGI NEER
NG
PETER R. BOWLIN
REG. No. 30200
ST A ET OF L UIO
IANA
EL. 81.0'
AASHTO TYPE 2 GIRDERS
SCALE:
SECTION
1"=1'-0"3
BOT. OF GIRDERS
\A1;SLOPE {\H0.7x;\S1#2;}" TO DRAIN\A1;SLOPE {\H0.7x;\S1#2;}" TO DRAIN
\A1;3'-9"\A1;3'-9" \A1;2'-6"
\A1; 5'-6"
\A 1;
2'- 3"
\A1 ;3'-0
\A1;
8"
\A1;3'-9" \A1;3'-9"
\A1;4
RE: S5 FOR CASING SADDLE DETAILS
\A ;6
\A1;6"#4 @ 12"O.C. CONT.
#5 @12"O.C. THROUGHT OUT, ADDITIONAL #5 @ 12" O.C. 4'-0" TO BOTH SIDES OF BEARING
#5 @12"O.C.
\A1;2'-6"
DRIP EDGE TYP.(2) STRANDS STRESSED TO 2000#
#4 STIRUPS (6) @ 6"O.C. @ ENDS REMAINDER @ 18"O.C.
#3 TO MATCH STIRRUP SPACING
\A1;(4) {\H0.7x;\S1#2;}"%%C 270k STRANDS
\A1;(8) {\H0.7x;\S1#2;}"%%C 270k STRANDS
DEBOND (2) BOT. STRANDS FOR 10'
DEBOND (2) BOT. STRANDS FOR 6'
1" CLR.
2" CLR.
(2) #8 TOP & BOT.
#4 STIRRUPS @ 12"O.C. 1"%%Cx3'-0" ALL THRD.
1"%%C COIL INSERT TYP.
\A1;2'-0"\A1;2'-0"
\A 1;
1'- 0"
\A 1;
1'- 3"
\A1;3"
#4 DBL. STIRRUPS @ 12"O.C.
(6) #8 TOP
(6) #8 BOT.
(2) #4 EA. SIDE
(3) #5 TOP
30"x30" VOIDED PILES RE: S3 FOR DETAILS
\A1;BOND BREAKER {\H0.7x;\S1#8;}" MASONITE OR EQUIVALENT TYP.
#4 DBL. STIRRUPS @ 12"O.C.
(6) #8 BOT.
(6) #8 TOP
#5 @ 12"O.C.(3) #5 TOP 1'-9"
\A1;7"\A1;8"
\A 1;
1'- 3"
\A1 ;2'-
3" \A
1;
1'-
0"
(2) #4 EA. SIDE
#4 STIRRUPS @ 12"O.C.
(2) #8 TOP & BOT.1"%%Cx3'-0" ALL THRD.
#5 @12"O.C.#4 @ 12"O.C. CONT. #5 @12"O.C. THROUGHT OUT, ADDITIONAL #5 @ 12" O.C. 4'-0" TO BOTH SIDES OF SADDLES TYP.
\A1;4'-0"\A1;4'-0"
SCALE:
SECTION
1"=1'-0"2
SCALE:
SECTION
1"=1'-0"1
7"x16" ELASTOMERIC PAD TYP. \A1;7"\A1;
4"
\A1;3"\A1;3"
AASHTO TYPE 2 GIRDERS AASHTO TYPE 2 GIRDERS AASHTO TYPE 2 GIRDERS
8"x15" DIAPHRAGM TYP. @ ENDS & MID SPAN \A1;7"\A1;8"
PAD PAD
\A1;9"\A1;9"
(3) #5 TOP
\A1 ;2'-
3" \A
;1
\A1;1'-6"
#4 DBL. STIRRUPS @ 12"O.C.
(6) #8 BOT.
(6) #8 TOP
#5 @ 12"O.C. 1'-9"
(2) #4 EA. SIDE
SCALE:
SECTION THRU PILE CAP
1"=1'-0"4
\A 1;
6"\A1;6" \A1;1'-6"
\A1 ;7"
(4) #8 BOT.
(6) #8 TOP #5 @ 12"O.C.
(3) #5 TOP
1'-0"
(2) #4 EA. SIDE
7"x16" ELASTOMERIC PAD TYP. \A1;4
SCALE:
SECTION THRU PILE & RISER
1"=1'-0"5
\A1;1'-6" \A 1;
6"\A1;6" \A1;1'-6"
SJ
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(2
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1-800-272-3020
Louisiana
TMall before you dig.
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P.O. BOX 1751 BATON ROUGE, LA. 70821 (225) 769-3400 FAX (225) 769-3596
C O
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B A
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B A
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A
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D
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AI
LS
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JT
PROFESSIONAL ENGINEER
INCI VI L ENGI NEER
NI
G
PETER R. BOWLIN
REG. No. 30200
STA ET OF L UIO I ANA
\A1;76'-9"
\A1;1 5'-11
{\H0 .75x
;\S5# 8;}"
SCALE:
FOUNDATION PLAN
1/4"=1'-0"1
SCALE:
SECTION
1/4"=1'-0"2
\A1;
3'-0"
\A 1;
3'- 0"\pxt4;DOWN
\pxt4;DOWN
AASHTO TYPE 2 GIRDERS
G
IR
D E
R G
IR
D
E R
\A ;3
\A 1;
3'- 9"
C A
S
IN
G
\A1;1'-0"
\A ;2
\A1;4'-0"\A1;10'-3"\A1;4'-0" \A1;29'-10"
\A1;4'-0"
CMU WALLS NOT SHOWN FOR CLARITY RE: S8 FOR DETAILS
T.O.C. EL. 80.29'
\A1;1'-9"
\A1;17'-5"\A1;1'-0" \A1;17'-5" \A1;14'-3"
\A 1;
1'- 0"
A
C
E
\A 1;
1'- 0"
\A
1;
2'-
0"
\A1;17'-5" \A1;17'-5" \A1;25'-8"
\A1;25'-8"
\A1;24'-8"
\A ;6
'-1
H .7 x;
\S
"\A1;6'-11{\H0.75x;\S13#16;}" \A1;2'-0"
\A1;1'-0"
\A1 ;4'-
0" \A1
;4'- 0" \A1;16'-0" \A1;8'-2"
OPEN FOR 48"%%C PIPE PENETRATION
\A1;14'-3"
S L O
P E
S L O
P E
S L O
P E
S L O
P E
SLOPEHANDRAIL
HANDRAIL
\A1;6"
\A1;1'-0"
\A 1;
C
CA
SI
NG
END OF CASING
(2) #4x2'-0" LG. AT RE-ENTRANT CORNERS TYP.
RE:S9 FOR PIPE SUPPORT DETAILS RE: CIVIL FOR LOCATIONS TYP.
RE:S9 FOR PIPE SUPPORT DETAILS RE: CIVIL FOR LOCATIONS TYP.
\A1;4'-0"\A1;4'-0"
PIPE SUPPORT & GRADE BEAM PIPE SUPPORT & GRADE BEAM
CENTER GRADE BEAMS UNDER PIPE SUPPORTS
RE: CIVIL
\A1;12" CMU WALL RE: S8 FOR DETAILS
SCALE:
SECTION
3/4"=1'-0"3
\A 1;
3'- 0"
\A1;2'-0"
\A 1;
1'- 0"
\A 1;
1'- 0"
\A1;2" CLR
\A 1;
3" C
LR
#5 @ 12" O.C. EA. WAY TOP & BOT.
(3) #8
(2) #4
EA. SIDE
(3) #8
#4 STIRRUPS @
\A 1;
2'- 6"
R E
N
O T
E
NOTE 1: EXTEND GRADE BEAM DOWN 6" @ EA. PILE RE: 6S3
SCALE:
SECTION
3/4"=1'-0"5
\A 1;
3'- 0"
\A1;4'-0"
\A 1;
1'- 0"
\A 1;
2" C
LR
\A 1;
3" C
LR
#5 @ 12" O.C. EA. WAY TOP & BOT.
(6) #8
(2) #4
EA. SIDE
#4 DOUBLE STIRRUPS @ 16" O.C.
(6) #8
\A ;2
\A1;2'-0"
#5 @ 12"
#5 @ 12"
#5 @ 12" EA. WAY
#5 @ 12" EA. WAY
\A 1;(
8) R
IS
ER
S
6{ \H
0.7 x;\
S5 #8
4' -5
\A1;6{\H0.75x;\S5#8;}"
\A1;(7) TREADS @ 11" = 6'-5"
\A1;11"
TYP.
T Y
P
TYP. AASHTO TYPE 2 GIRDERS
\A1;
6"
#5 @ 12"O.C.(3) #5 TOP
12"
7"x16" ELASTOMERIC PAD TYP.
\A1;1'-9"
\A 1;
6"
HANDRAIL RE: DETAIL 7
\A1;1'-0" \A1;3"
#4 NOSING BAR
\A 1;
3'- 0"
\A1;4'-0"
#5 @ 12" O.C. EA. WAY TOP & BOT.
(6) #8
(2) #4
EA. SIDE
#4 DOUBLE STIRRUPS @ 16" O.C.
(6) #
SCALE:
SECTION
3/4"=1'-0"4
\A ;1
\A 1;
2" C
LR
\pxt4;DOWN
SCALE:
HANDRAIL DETAIL
1/2"=1'-0"7
SCALE:
PLAN @ HANDRAIL POSTS
3/4"=1'-0"6
\A1 ;8'-2
\A1;8"\A1;3'-9{\H0.75x;\S3#4;}"
\A 1;
3'- 0"
ALL STAIR HANDRAIL, POSTS AND BASE PLATES ARE ALUMINUM.
\A1 ;2'-1
0" \A
1;
1'-
5"
{}x3x0'-6"
W/ (2) {}"%%C S.S HILTI KWIK BOLTS 4"
EMBEDMENT USE NYLON WASHERS
WITH STEEL BOLTS
SCALE:
SECTION
1"=1'-0"10
ADD SHEET OF MYLAR BETWEEN ALUMINUM BASE PLATE & CONCRETE
SCALE:
SECTION
1"=1'-0"8
TY
P
{}x4x0'-6"
W/ (2) {}"%%C S.S. HILTI KWIK BOLTS
4" EMBEDMENT USE NYLON
WASHERS WITH STEEL BOLTS
\A1;2'- 10"
\A 1;
1'- 5"
SCALE:
SECTION
1"=1'-0"9
ADD SHEET OF MYLAR BETWEEN ALUMINUM BASE PLATE & CONCRETE
SJ
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D , B
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N R
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G E, L A
(2
)-9
-5
C ne
1-800-272-3020
Louisiana
TMall before you dig.
P A R
IS
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C T
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P.O. BOX 1751 BATON ROUGE, LA. 70821 (225) 769-3400 FAX (225) 769-3596
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PROFESSIONAL ENGINEER
INCI VI L ENGI NEER
NI
G
PETER R. BOWLIN
REG. No. 30200
ST A ET OF L UIO
I ANA
T.O.C. EL. 80.29'
\A1;74'-0"
\A1;1 5'-11
{\H0 .75x
;\S5# 8;}"
\A 1;
'-0
DOWN
DOWN
\A1;3' -0"
\A 1;
3'- 0"\A
;3
\A1;1'-9"
\A1;15'-2{\H0.75x;\S3#16;}"
\A1;9{\H 0.75x;\S
3#16;}"
SCALE:
PLAN-SECTION
1/4"=1'-0"1
SCALE:
ELEVATION
1/4"=1'-0"2
STEEL DOORS SEE
SPECIFICATIONS (4)
PAIR REQ'D
RE: S7 FOR FOUNDATION DETAILS
RE: CIVIL & MECHANICALFOR PIPE SUPPORTS IN
THIS AREA
45TYP. 3 3
\A1;1'-0" \A1;2'-9"
\A1;9{\H 0.75x;\S
3#16;}"
\A1 ;4'-
0" \A
1;
4'-
0"
\A1;16'-0"
12" THK. SLAB
\A1;8'-2"
\A1;14'-9{\H0.75x;\S13#16;}"\A1;14'-8"\A1;14'-8"\A1;14'-8"
TYP.
ALL CELLS TO BE GROUT FILLED
PENETRATION HOLE FOR 4"%%C CONDUIT RE: CIVIL & MECH.
OPEN FOR 48"%%C PIPE PENETRATION
ARV PROTECTOR RE:9/S5
\A1;(4) {\H0.7x;\S5#8;}"%%C EXP. BOLTS EA. WALL
SIM
LOCATE AS REQ'D TO PROTECT
COMBINATION AIR VALVE AND
ALLOW ACCESS FOR VALVE SEVICE
DRILL 2" PVC PIPE DRAINS @ 4'-0" O,C,
\A1;6"
END OF CASING
EL. 88.49'
CASING
\A1;26'-3"
RE: CIVIL
(2)-#5 CONTINUOUS
REINFORCEMENT IN
KNOCK-OUT BOND BEAM
W/ @ CORNERS
\A1;JOINT REINFORCING @ 16" O.C.
#5 VERT. BAR
@ 48 MAX O.C.
#5 W/ STD. 90 HOOK
@ 48" O.C.
\A 1;
2'- 6"
L A
P M
IN
SCALE:
TYPICAL WALL SECTION
3/4"=1'-0"4
\A 1;
3'- 0"
\A1;1'-6"
\A 1;1
'-0
\A 1;
'-0
\A1;12" CMU WALL
RE" S7 FOR REINFORCING
24"
24"
\A 1;
3" C
LR
. T
Y P
SCALE:
SECTION
3/4"=1'-0"6
\A 1;
3'- 0"
\A1;4'-0"
#3 TIES @ 12" O.C.
\A1;1'-0"
\A 1;
'-0
SCALE:
PLAN-SECTION
3/4"=1'-0"5
DOVETAIL SLOT & TIE DOWN (4) #6" W/ STD. 90%%C HOOKS
#3 TIES @ 12" O.C.
RE: S7 FOR REINFORCING
\A1;1 '-4"\A1;1'-0"
(4) #6" W/ STD. 90%%C HOOKS
\A1;2" CLR
\A1;(2)-#5 CONTINUOUS REINFORCEMENT IN KNOCK-OUT BOND BEAM
\A1;JOINT REINFORCING @ 16" O.C.
\A 1;
2'- 1"
L A
P M
IN
SCALE:
SECTION @ SHEAR WALL
3/4"=1'-0"8
\A 1;
3'- 0"
\A1;1'-6"
\A 1;1
'-0
\A1 ;12
'-0
RE" S7 FOR REINFORCING
\A1;(2) #6 VERT. BAR
(2) #6 W/ STD. 90%%D HOOK
\A1;12" CMU WALL
SCALE:
PLAN-SECTION @ SHEAR WALL
3/4"=1'-0"7
(2) #6" (2) #6"
(2) #6 W/ STD. 90%%D HOOK
\A1;(2) #6 VERT. BAR
\A1; {\H0.7x;\S1#4;} x1{\H0.7x;\S1#2;} x1'-10" BENT POSITION EVERY 3rd COURSE
\A1; {\H0.7x;\S1#4;} x1{\H0.7x;\S1#2;} x1'-10" BENT POSITION EVERY 3rd COURSE18" 2"
18" 2"
SCALE:
SECTION
1/2"=1'-0"3
EL. 88.52'
CASING
\A1;15'-3{\H0.75x;\S5#8;}"\A1;1'-4"\A1;1'-4"
12"x16" COLUMN 12"x16" COLUMN
12" END WALL
T.O.C. EL. 80.29'
\A 1;
'-0
T.O.C. EL. 84.71'
\A1;3'-9" \A1;3'-9"
G
IR
D E
R B
E Y
O N
D
G
IR
D E
R B
E Y
O N
D
\A 1;
1'- 0"
PENETRATION HOLE FOR 4"%%C CONDUIT RE: CIVIL & MECH.
\pxql;SADDLE BEYOND RE: S5 FOR DETAILS
SJ
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C . 8
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D , B
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G E, L A
(2
)-9
-5
C ne
1-800-272-3020
Louisiana
TMall before you dig.
P A R
IS
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P R
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C T
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ES
TB
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C
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B A
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P.O. BOX 1751 BATON ROUGE, LA. 70821 (225) 769-3400 FAX (225) 769-3596
C O
M
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E R
IV
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IV
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R S
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C A
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PROFESSIONAL ENGINEER
INCI VI L ENGI NEER
NG
PETER R. BOWLIN
REG. No. 30200
ST A ET OF L UIO
IANA
T.O.C. EL. 80.29'
EL. 88.49'
CASING
\A1;4'-0"
(8) #6 DOWELS
DRILL & EPOXY
HILTI HY 500 V3
6" EMBEDMENT
2" C
LR
#4 TIES @ 12" O.C.
\A1
;RO
LL
ED
{\H
0.7 x;\S
1# 2;} x8" W
IDE
\A1
;RO
LL
ED
{\H
0.7 x;\S
1# 2;} x8" W
IDE
\A1;5"
\A1;1'-6"
2" C
LR
SCALE:
PIPE SUPPORT SECTION
3/4"=1'-0"1 SCALE:
SECTION
3/4"=1'-0"2
\A1;5 '-3{\H
0.75x ;\S3#
16;}"
\A1; {\H0.7x;\S1#2;}x8x1'-0"
\A1; {\H0.7x;\S3#8;}"
\A1;(2) 1"%%C BOLTS, GALVANIZED A325 TYP
\A1;ADD {\H0.7x;\S3#8;}" NEOPRENE PAD BETWEEN PIPE & CLAMP.
\A1; 1{\H0.7x;\S1#2;}x16x3'-0" DRILL & TAP 1{\H0.7x;\S1#4;}" DEEP FOR (10) {\H0.7x;\S3#4;}"%%Cx6" LG. ALL-THREAD STUDS
\A1;2'-10"
EL. 88.49'
\A1;\pxqr;WELD IN ACCORDANCE W/ MANUFACTURE SPECS
BACKING {}x14x2'-10" W/
TEFLON PTFE
STIFF {}"
EACH SIDE
BACKING {}x10x2'-10" W/ TEFLON
PTFE
FC-1025-CS-{}L
ANCHOR {}x12x3'-2" W/
{}"%%C NELSON STUDS, 4" LONG
(8 TOTAL)
TYP
\A1;\pxql;WELD IN ACCORDANCE W/ MANUFACTURE SPECS
SCALE:
SUPPORT & SLIDE PLATE DETAIL
1-1/2"=1'-0"3
\A1;
6"
\A1;B.O.P.
SCALE:
SECTION
1-1/2"=1'-0"4
\A1;9"
\A1;ROLLED {\H0.7x;\S1#2;}x8" WIDE
\A1; {\H0.7x;\S1#2;\H1.42857x;x5x0'-12" TYP.}
\A1;3'-2"
TYP
\A1;%%C5 0.80"
CONFIRM PIPE O.D.,
ROLL CLAMP
O.D.+{}"
\A 1;S
HI
M
S
\A1;1'-4"\A1;6{\H0.75x;\S1#2;}"
\A 1;S
HI
M
S
\A1;{\H0.7x;\S1#8;}" THK. REMOVABLE SHIMS AS REQ'D
\A1;5"
\A1 ;1'-0
\A1; {\H0.7x;\S1#2;}x16x3'-0"
COORDINATE W/ OWNER ON NEED FOR NUTS
\A1;90\U+00B0
SCALE:
SECTION
3/4"=1'-0"5
SCALE:
SECTION
3/4"=1'-0"6
T.O.C. EL. 80.29'
(8) #6 DOWELS
DRILL & EPOXY
HILTI HY 500 V3
6" EMBEDMENT
3" C
LR
#4 TIES
\A1;1'-6"
\A1;
6"
\A1;1'-2"
\A1;2"
73 SIM.
FIELD VERIFY
\A1;3"
TYP.
TYP.
\A1;(2) 1"%%C BOLTS, GALVANIZED A325 TYP
\A1;ADD {\H0.7x;\S3#8;}" NEOPRENE PAD BETWEEN PIPE & CLAMP.
EL. 88.52'
\A1;ROLLED {\H0.7x;\S1#2;}x10" WIDE
\A1;%%C5 0.80"
CONFIRM PIPE O.D.,
ROLL CLAMP
O.D.+{}"
SCALE:
CLAMP DETAIL
1-1/2"=1'-0"7
SJ
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(2
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C . 8
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D , B
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G E, L A
(2
)-9
-5
C ne
1-800-272-3020
Louisiana
TMall before you dig.
P A R
IS
H
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P R
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C T
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SHEET NUMBER
H P ARI
SA
OF
ES
TB
AT
O
N
ROU
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N
IT
C
OF
Y
B A
TO
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R
G O
U
P.O. BOX 1751 BATON ROUGE, LA. 70821 (225) 769-3400 FAX (225) 769-3596
C O
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R S
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B A
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DB DB RT DB M
A
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H , 2
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\px qc
;{\F sim ple x|c
0;\ C8
;PI
PE
SU
PP
OR
T D
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AIL
S}
PROFESSIONAL ENGINEER
INCI VI L ENGI NEER
NI
G
PETER R. BOWLIN
REG. No. 30200
ST A ET OF L UIO
I ANA
10-FM-IF-004A
dkozan dkozan
10-FM-IF-004A
dkozan Textbox
10-FM-IF-004A
dkozan Line dkozan Line dkozan Line dkozan Line dkozan Line dkozan Line dkozan Line dkozan Textbox
NOT USED FOR THIS PROJECT
dkozan Textbox
NOT USED FOR THIS PROJECT
dkozan Textbox
NOT USED FOR THIS PROJECT
dkozan
NOT USED FOR THIS PROJECT
dkozan dkozan
10-FM-004A 32�of�34
Electrical grounding devises are to be installed in accordance with the specifications
REVISED NOTES9/3/21 RLB
dkozan dkozan
| H-16-48244_G-01 |
| H-16-48244_G-02 |
| H-16-48244_G-04 |
| H-16-48244_C-02 |
| H-16-48244_C-03 |
| H-16-48244_C-04 |
| H-16-48244_C-05 |
| H-16-48244_C-06 |
| H-16-48244_C-07 |
| H-16-48244_C-08 |
| H-16-48244_C-09 |
| H-16-48244_C-10 |
| H-16-48244_C-11 |
| H-16-48244_C-12 |
| H-16-48244_C-13 |
| H-16-48244_C-14 |
| H-16-48244_C-15 |
| H-16-48244_C-16 |
| H-16-48244_C-17 |
| H-16-48244_B-01 |
| H-16-48244_B-02 |
| H-16-48244_B-03 |
| H-16-48244_B-04 |
| H-16-48244_RD-01 |
| H-16-48244_RD-02 |
| H-16-48244_RD-03 |
| H-16-48244_RD-04 |
| H-16-48244_RD-05 |
| 2022-03-09_IFC_REV 01 Comite at Barnett Drawings_R.pdf |
| 01_G-1 |
| 02-G-2 |
| 03-C-1 |
| 04-C-2 |
| 05-C-3 |
| 06-C-4 |
| 07-C-5-B |
| 08-C-6 |
| 09-C-7 |
| 10-C-8 |
| 11-C-9 |
| 12-C-10-B |
| 13-C-11 |
| 14-M-01 |
| 16-M-3 |
| 17-M-4 |
| CP Std |
| Diversion Canal-2021-03-26.pdf |
| S1 GENERAL NOTES |
| GENERAL NOTES |
| S2 ELEVATIONS |
| ELEVATIONS |
| S3 PILE LAYOUT PLAN |
| S3 PILE LAYOUT PLAN |
| S4 SECTIONS AND DETAILS |
| SECTIONS AND DETAILS |
| S5 SECTIONS AND DETAILS |
| S5 SECTIONS AND DETAILS |
| S6 SECTIONS AND DETAILS |
| SECTIONS AND DETAILS |
| S7 TRANSTION MAT DETAILS |
| S7 TRANSTION MAT DETAILS |
| S8 CMU WALL DETAILS |
| S8 CMU WALL DETAILS |
| S9 PIPE SUPPORT DETAILS |
| S9 PIPE SUPPORT DETAILS |
File details come from the government source that posted it. Updated .