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Amendment 0001. BID OPENING REMAINS 29 AUG 2016 2 00 P.M. LOCAL TIME
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S-01
Sheet 61 of 81 Total For Project
Sheet 1 of 21 Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
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A S
C O
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F E
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IN
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U .S
A R
M Y E
N G
IN
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T R
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G A
L V
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T O
N X X X
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -0
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C A
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G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
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N .d g n
W9126G-16-B-0023
SOLICITATION NO.:
HSC 406-12SWG FILE NO.
A U
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T E S
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N G
R E
A T
E R T
H A
N
SPACING
(M
IN
(M
(M
18 14
25 19
31 24
37 28
54 42
62 47
69 53
77 59
85 65
24 18
32 25
40 31
48 37
70 54
80 62
90 69
110 85
12 12
15 12
18 14
22 17
32 25
37 28
42 32
46 36
51 39
14 12
19 15
24 18
29 22
42 32
48 37
54 42
60 46
66 51
BAR SIZE
MINIMUM EMBEDMENT MINIMUM LAP LENGTH
TOP OTHER TOP OTHER TOP OTHER TOP OTHER
LENGTH, INCHES INCHES
MINIMUM EMBEDMENT MINIMUM LAP LENGTH
LENGTH, INCHES INCHES
BASIC TABLE ALTERNATE TABLE
REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 4000 PSI
REINFORCEMENT CLEARANCE DETAIL
NTS
MUST BE AT LEAST 2 BAR DIAMETERS.
B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE
A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS.
1. USE THE BASIC TABLE IF ALL THE FOLLOWING CONDITIONS ARE MET:
MUST BE AT LEAST 2.5 BAR DIAMETERS.
B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE
A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS.
2. THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:
OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES
4. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH
BARS. IF EPOXY-COATED BARS ARE USED, SEE ACI 318 FOR ADDITIONAL CONSIDERATIONS.
5. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING
G R
E A
T E
R T
H A
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O O
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APPROPRIATE GUIDANCE.
TO-CENTER BAR SPACING LATERALLY IS LESS THAN 3 BAR DIAMETERS, SEE ACI 318 FOR
3. IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETER OR THE CENTER-
SECONDARY REINFORCEMENT
FACE OF CONCRETE
CONCRETE NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI AT 28 DAYS.
2. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.
3. CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. WHERE
NOT SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO
IMPAIR THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL CONSTRUCTION
JOINT LOCATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER.
4. UNLESS OTHERWISE NOTED, PROVIDE " CHAMFER AT ALL EXPOSED JOINTS, EDGES,
EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.
5. ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN
ACCORDANCE WITH THE LATEST AMERICAN CONCRETE INSTITUTE DETAILING MANUAL
(SP-66).
6. REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE
CONCRETE REINFORCING STEEL INSTITUTE.
7. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.
8. REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND
OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING
OFFICER.
9. THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND
EMBEDMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS
SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE
ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED IN THE DRAWINGS, WHERE
ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL
SPLICES REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR'S
EXPENSE.
10. ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE CLASS "A" FINISH
AND SURFACES COVERED BY BACKFILL SHALL BE CLASS "D" FINISH, UNLESS OTHERWISE
NOTED.
NOTES:
S T
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SOLICITATION NO. W9126G-16-B-0023.
AMENDMENT NO. 0001 TO
THIS DRAWING ACCOMPANIES
S-02
Sheet 62 of 81 Total For Project
Sheet 2 of 21 Total For Section of Engineers U.S. Army Corps
Galveston District
G A
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A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
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SOLICITATION NO. W9126G-16-B-0023.
S-03
Sheet 63 of 81 Total For Project
Sheet 3 of 21 Total For Section of Engineers U.S. Army Corps
Galveston District
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A S S
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D a te
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S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -0
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D C
Standard Division Bridge
DN: CK: DW: CK:FILE:
JOB
COUNTY
SECT
DIST
REVISIONS
HIGHWAY
SHEET NO.
C TxDOT
CONT
scpmdsts.dgn
H(#4)
Box
Concrete
Precast
Reinforcing
Inside Face
Reinforcing
Outside Face
Backfill
Cement Stabilized
PLACEMENT
MULTIPLE UNIT
End Treatment)
(Also applies to Safety
Box Culvert"
End of "Concrete backfill stabilized
Cement
Slab
Box Top
Concrete
Precast as shown)
(Place 4 ~ #4's concrete closure
Cast-in-place
(Roadway Slope)
Finished Grade
NOTES)
(See GENERAL
3" Chamfer
(Length = 4'-3")
(Spa = 1'-0" Max) payment
Box Culvert" for
End of "Concrete
(Roadway Slope)
Finished Gradefor Curb details
See SECTION THRU CURB as shown)
(Place 4 ~ #4's concrete closure
Cast-in-place backfill stabilized
Cement for payment
Box Culvert"
End of "Concrete
Concrete Box
Precast
Wall
Culvert
Precast
NOTES)
(See GENERAL
3" Chamfer multi-boxes backfill between
Cement stabilized as shown
Spa at 6" max layer of 6 ~ #4's
Place additional of 4" into gap shall extend a min inside and outside
Exposed reinforcing
Closure
Place Concrete
End of Cast-in-
Closure
Concrete
Cast-in-place
(Typ) for payment
Box Culvert"
"Concrete
End of
Wingwall
WINGWALL CONNECTION
Inside Face
O
10"
ANGLE DETAIL
Concrete Closure
Reinforcing Steel
Concrete
4.18 Lb
0.037 CY
SECTION B-B
2'-9"
C u r b
H e ig h t
QUANTITIES PER FOOT OF CURB
2'- 0" Mi n 2'-0" Min
SECTION THRU TOP SLABS LESS THAN 7"
T
L e s s t h a n
SECTION THRU CURB
K
1'-0"
1'
U s u a l
M a x
(T y p ) 8
A A
8" wide band
SECTION A-A
BARS K
3"
~ #4
6"
1'
9"
(M a x
BARS C ~ #4
(Spa = 1'-0" Max)
M a x
B B
1'
M in
T y p 1'
M in
T y p
DETAIL "A"
H
K
Skew
PLAN OF SKEWED ENDS
(Showing multi-box placement)
L BoxC
4 5
4 5
L BoxL Box CC
Bars C
See DETAIL "A"
& Usual
6" Min
1'-0" Min Extension
1'-0" Min Extension (Typ)
3'-0" Min
3'-0" Min Closure
3'-0" Min (Typ)2'-0" Min traffic rail, other than T6, refer to RAC standard.
with T6 traffic rail, refer to T6-CM standard. For structures with or curbs taller than 1'-0", refer to ECD standard. For structures in the plans. For structures with pedestrian rail, bicycle rail
0" min to 5'-0" max. Estimated curb heights are shown elsewhere the closure shall be bent or trimmed as necessary.
into concrete closure. Any reinforcing that does not fit into
Curb, Wingwall or Safety End Treatment reinforcing shall extend concrete closure (Typ).
Precast box reinforcing shall extend a minimum of 1'-0" into precast box section.
closure shall be flush with the inside and outside faces of the box section. Except where shown otherwise, the cast-in-place the closure shall be the same size and spacing as in the precast be cast short or broken back in the field. All reinforcing in
Cast-in-place concrete closure shall be 3'-0" min. Boxes shall cast full length.
less than 3'-0". See Section B-B detail when interior walls are top slab, bottom slab, and exterior wall closure shall not be interior walls may be adjusted as necessary. The length of the
For multiple unit placements the length of the closure for the
Box Culvert for payment.
Cement Stabilized Backfill between boxes is considered part of the shall be considered as subsidiary to the Concrete Box Culvert.
Any additional concrete and reinforcing required for the closures
Culvert for payment.
All curb concrete and reinforcing is considered part of the Box
Bars K may be omitted.
as necessary to maintain cover. For curbs less than 3" high, For curbs less than 1'-0" high, tilt Bars K or reduce bar height in the plans.
1'-0" typical. 2'-0" when RAC standard is referred to elsewhere additional compensation will be allowed for this work.
requirements. No changes will be made in quantities and no
Curb heights shall be reduced, if necessary, to meet the above finished grade.
- For structures with bridge rail, curbs shall be flush with than 3" above finished grade.
- For structures without bridge rail, curbs shall project no more
For vehicle safety, the following requirements must be met:
wall closure as shown in DETAIL "A".
treatment, or with the top slab as the final riding surface, provide
For multiple unit placement with overlay, with 1 to 2 course surface reinforcing at each point of contact.
face only). The bands shall be tack welded to the exposed shall be placed in the gaps of the walls (placed in the outside slabs. A band matching the outside face reinforcing of the wall reinforcing shall be placed in the gaps of the top and bottom
Bands of reinforcing matching the inside and outside face for any additional material in the gap between adjacent boxes.
"Jacking, Boring, or Tunneling Pipe or Box". No payment will be made the precast boxes to be tunneled or jacked in accordance with Item 476, This dimension may be increased with approval of the Engineer to allow
GENERAL NOTES:
HL93 LOADING
PRECAST
MISCELLANEOUS DETAILS
SCP-MD
BOX CULVERTS
February 2010
GAF LMW BWH/TxDOT GAF
3 inches at the entrance.
The bottom edge of the top slab closure shall be chamfered not shown.
Refer to the Single Box Culverts Precast standard for details considered as subsidiary to the Concrete Box Culvert.
Any additional concrete required for the closures shall be to the Item, "Concrete Substructures".
compressive strength of 3600 psi and shall be placed according
All closure concrete shall be Class "C" with a minimum
Designed according to AASHTO LRFD Specifications.
M
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SOLICITATION NO. W9126G-16-B-0023.
S-04
Sheet 64 of 81 Total For Project
Sheet 4 of 21 Total For Section of Engineers U.S. Army Corps
Galveston District
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S c a le
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Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
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D C
Standard Division Bridge
DN: CK: DW: CK:FILE:
JOB
COUNTY
SECT
DIST
REVISIONS
GAF TxDOT TxDOT GAF ecdstde1.dgn
February 2010
EXTENDED CURB DETAILS
CURBS OVER 1'-0" TO 5'-0" TALL
FOR BOX CULVERTS WITH
ECD
CURB QUANTITIES
TABLE OF ESTIMATED
BARS L (#5)
OPTIONAL
3'-8"
9"
1 "T
"C
C u r b
TYPICAL SECTION
H 5
B a s
V
B a r s
L
GENERAL NOTES:
BARS V (#5)
BARS U (#4)
BARS L (#5)
(CY/LF)
2'-0"
2'-6"
3'-0"
3'-6"
4'-0"
4'-6"
5'-0"
0.074
0.093
0.111
0.130
0.148
0.167
0.185
(Lb/LF)
Reinf
Steel
1'-0" 0.037
Curb
Height
"C"
2'-8"
3 7
H 4
1'-6" 0.056
10"
U 6
V 6
8.9
14.3
15.4
17.7
18.8
21.2
22.2
24.6
25.6
M a x
"C p lu s
Spaced at 12" Max
Conc
Used for curbs over 1'-0" to 5'-0"
M a x
1'-0"
(T y p
L 3Const jt o v e r t o
E q s p a a t
Reinforcing bar dimensions shown are out-to-out of bar.
otherwise.
Cover dimensions are clear dimensions, unless noted grade
Finished
Spaced at 12" Max
Spaced at 12" Max
Spaced at 12" Max payment.
This Curb is considered as part of the Box Culvert for
T631LS railing, use the T631-CM standard.
of other rail types. For new construction using T631 or type rails. These details are not suitable for the mounting
These details are suitable for use with PR1, PR2 and PR3 allow for future retrofit of Type T631 or T631LS railing.
These extended curb details have sufficient strength to
Specifications.
Designed according to AASHTO LRFD Bridge Design
Provide Class "C" concrete (f'c = 3,600 psi) minimum for curbs.
Provide Grade 60 reinforcing steel.
3" above the finished grade.
For vehicle safety, top of the curb must not project more than
" cover.4 1 Adjust reinforcing steel as necessary to provide 1
CONSTRUCTION NOTES:
MATERIAL NOTES:
03-16: General Notes added T631-CM.
Quantity includes bars K (when applicable).
intermediate values of curb height, "C".
in table can be interpolated for linear foot of curb length. The value information only. Quantities are per
Quantities shown are for Contractor's closure pour.
for precast box culverts with 3'-0"
Optional bars L are to be used only maintain clear cover.
length of bars V as necessary to shown spaced at 12" Max. Adjust with one bar U and two bars V as
Replace normal culvert curb bars K maintain 12" Max spacing.
Additional bars H(#4) as required to clear obstructions.
as shown. Adjust as necessary to
Place normal culvert curb bars H(#4) necessary to maintain cover.
Place bars L as shown. Tilt hook as necessary to clear obstructions.
Adjust normal culvert slab bars as standard for additional details.
slabs less than 7" thick, see SCP-MD thickness. For precast boxes with
"T" is equal to the culvert top slab
C U
R B D
E T
A
IL
S E
X T
E N
D E
D H
E A
D W
A L L
SOLICITATION NO. W9126G-16-B-0023.
S-05
Sheet 65 of 81 Total For Project
Sheet 5 of 21 Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -0
W
E
IR
P
A V
IN
G D
E T
A
IL
S B y
M
O D
X M
A N
:2
:0
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
A
A
B B
CUTTEN WEIR SLAB WEEP HOLE LAYOUT
40'10'
SCALE:1"=20'
0 20'
(TYP.)(T
Y
P
26'-3"170'-1"29'-11"
20'-0"2
1V:3H
1V:3H
10'-0"
10'-0"
SEE SHEET S-08
EXPANSION JOINT
SEE SHEET S-08
WEEP HOLE
S-xx
S-xx
S-xx
S-xx S-yy
S-yy
S-yy
S-yy
5'-0"
'-0
'-0
(T Y
P
CLOSER ON SLOPES.
HOLES, SPACED
1 ROW OF WEEP
SEE SHEET S-08
GRADE BEAMS
A
EACH WAY
#6 @12" SPACING,
#4@12" SPACING
AND DOWNSTREAM ENDS
SLAB TURNDOWN - UPSTREAM
2'-10"
SCALE:3/4"=1'
0 1' 2' 3'
6" 8"
#4
A
EACH WAY
#6 @12" SPACING,
#4@12" SPACING
AND DOWNSTREAM ENDS
SLAB TURNDOWN - UPSTREAM
2'-10" #4
7" 8"
SCALE:3/4"=1'
0 1' 2' 3'
(2.6 TO 3)
VARIES
B
(AS NOTED)
VARIES
SLAB TURNDOWN - SIDE SLOPE ENDS
SCALE:3/4"=1'
0 1' 2' 3'
8"
EACH WAY
#6 @12" SPACING,
MATERIAL, AND BE PLACED BELOW COARSE SAND.
3. FILTER FABRIC SHALL ENCLOSE THE GRAVEL
SAND AND THE WEEP HOLE GRAVEL.
BETWEEN THE CONCRETE LINING AND THE FILTER
2. A LAYER OF 15# ROOFING FELT SHALL BE PLACED
WEAVE, STAINLESS STEEL TYPE 304.
1. WIRE CLOTH SHALL BE NO. 2 MESH, LOCK CRIMP
NOTES:
W E
IR
P
A V
IN
G D
E T
A
IL
S
SOLICITATION NO. W9126G-16-B-0023.
S-06
Sheet 66 of 81 Total For Project
Sheet 6 of 21 Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -0
C
O N
C R
E T E P
A V
E M
E N
T D
E T
A
IL
S
B y
M
O D
X M
A N
:2
:0
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
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/1
/1
J
D C
D E
T A
IL
S O
F
C O
N C
R E
T E P
A V
E M
E N
T H
A R
R
IS
C
O U
N T
Y
SOLICITATION NO. W9126G-16-B-0023.
S-07
Sheet 67 of 81 Total For Project
Sheet 7 of 21 Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -0
C
O N
C R
E T E P
A V
E M
E N
T D
E T
A
IL
S
B y
M
O D
X M
A N
:2
:2
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
D E
T A
IL
S O
F
C O
N C
R E
T E P
A V
E M
E N
T H
A R
R
IS
C
O U
N T
Y
SOLICITATION NO. W9126G-16-B-0023.
S-08
Sheet 68 of 81 Total For Project
Sheet 8 of 21 Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
C h ie f, G e o te c h /S tr u c tu re S e c ti o n
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -0
H
C F C
D W
E
IR
S
E C
T
IO
N S A
N D D
E T
A
IL
S B y
M
O D
X M
A N
:2
:5
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
L O
R I K T
H O
M A
S P .E
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
R
E P
L A
C E S
H E
E T
/1
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J
D C
S E
C T
IO
N S A
N D D
E T
A
IL
S H
C F
C D W
E
IR
SOLICITATION NO. W9126G-16-B-0023.
S-09
Sheet 69 of 81 Total For Project
Sheet 9 of 21 Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -0
B
R
ID
G E P
IE
R J
O
IN
T S
B y
M
O D
X M
A N
:2
:3
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
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IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
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A S
D A
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ID
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R
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D C
EXPANSION JOINTS AT LARGE PENETRATIONS
SECTION-BRIDGE EXPANSION JOINT
W/#6@10" E.W.
10" CHANNEL LINING
C
CC
C
2-#5
1'-2"
6" CONCRETE
1'-2"
GEOTEXTILE
EXISTING PILE
E
SCALE: NTS
SECTION - BRIDGE PIER
MAT
ACB
MAT
ACB
BRIDGE EXPANSION JOINT DETAIL
12"
#6 @ 10" E.W.
2" (TYP.)
BENT BAR
#6 @ 10" X 6'-0" LONG
6"
12"
#6 @ 10" E.W.
BENT BAR
#6 @ 10" X 6'-0" LONG
12"
#6 @ 10" E.W.
BENT BAR
#6 @ 10" X 6'-0" LONG
2" (TYP.) JOINT SEALER
SCALE: NTS
JOINT MATERIAL
EXPANSION
PRE-FORMED
AS SHOWN
2#6X4'-0"
AS SHOWN
2#6XL+4'-0"
W/#6@10" E.W.
10" CHANNEL LINING
4 SIDES OF COLUMN
2#6x4'-0" ON
AT EACH CORNER OF COLUMN
2#6x4'-0" LONG CENTERED
W/#6@10" E.W.
10" CHANNEL LINING
SCALE:3/4"=1'
0 1' 2' 3'
SCALE:3/4"=1'
0 1' 2' 3'
EXISTING CONCRETE LINING
A T B
R
ID
G E P
IE
R S
C O
N C
R E
T E E
X P
A N
S
IO
N J
O
IN
T S
SOLICITATION NO. W9126G-16-B-0023.
S-10
Sheet 70 of 81 Total For Project Sheet 10 of 21
Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -1
H
A N
D R
A
IL
D
E T
A
IL
S B y
M
O D
X M
A N
:2
:3
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
H A
N D
R A
IL
D
E T
A
IL
S
102+50
FLOW
N
C/L CHANNEL
SECTION
SCALE NTS
TYP. GUARD RAIL ELEVATION
TYP. GUARD RAIL ATTACHMENT DETAIL
GUARD RAIL TO MEET
OSHA STD. PIPE RAILING
1910.23
POST SHALL
BE EQUALLY SPACED
NOT TO EXCEED 4 FT. C.T.C.
GUARD RAIL ATTACHMENT
SEE DET. THIS DWG.
8"
SCALE N.T.S.
A
GUARD RAIL
POST
TYP.
3/16
MIN.
C POST
1 3/4"1 3/4" x5"x5"
PL 1/2"
5"x5"
SQ. FLOOR FLG.
EQUAL
4 1/2" LG. OR APPROVED
FOR HILTI KWIK BOLTS
(4) 9/16" DIA. HOLES
PIPE (TYP.)
1 1/2" SCH. 40
4'-0" MAX1'-0"
FLOOR FLANGE
(TYP.)
1'-0"
1" 1"
EXP. JT
TOP OF CURB
TOP OF MOWSTRIP
1'-0"
8"
1"
4"
EL. 86.0
TOE OF SLOPE
EL. 86.0
TOE OF SLOPE
40'-0"
CHANNEL SITE PLAN
BASIN OUTFALL AT
N.T.S.
:3
:3
:3
:3
CONCRETE MOWSTRIP
36" x 6" UNREINFORCED
1'-6"1'-6"
10'-11"
R
IP
-R
A P
L
IM
IT
O
F
THE IBC 2006 BUILDING CODE.
GROUND SMOOTH. THE COMPLETE WORK SHALL CONFORM TO OSHA STANDARD AND
INTERSECTIONS. EXPOSED WORK SHALL BE FINISHED SMOOTH WITH WELDS
BE SQUARE. PLUMB AND TRUE, ACCURATELY FITTED WITH TIGHT JOINTS AND
CODE FOR WELDING IN BUILDING CONSTRUCTION LATEST EDITION. ALL WORK SHALL
2. WELDING AND EQUIPMENT SHALL CONFORM TO AMERICAN WELDING SOCIETY D1.1
SHALL CONFORM TO OSHA STANDARDS.
ACCURATELY FITTED WITH TIGHT JOINTS AND INTERSECTIONS. COMPLETED RAILING
PLUMB, STRAIGHT AND TRUE, DESIGNED FOR ADJUSTMENT TO FIELD VARIATIONS,
BOLTS. RAILINGS SHALL BE FABRICATED IN SHOP, MADE AND ERECTED SQUARE,
STEEL PIPE, ALLOY FLANGES SHALL BE SECURED TO CONCRETE WITH EXPANSION
1. RAILINGS, FLOOR FLANGES & POST SHALL BE 1-1/2-INCH SCHEDULE 40 GALVANIZED
NOTES:
SOLICITATION NO. W9126G-16-B-0023.
S-11
Sheet 71 of 81 Total For Project Sheet 11 of 21
Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -1
T
Y P
IC
A L P
A V
E M
E N
T S
E C
T
IO
N S
B y
M
O D
X M
A N
:2
:3
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
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/1
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T Y
P
IC
A L P
A V
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E N
T S
E C
T
IO
N S
SOLICITATION NO. W9126G-16-B-0023.
S-12
Sheet 72 of 81 Total For Project Sheet 12 of 21
Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -1
O
U T F
A L L P
IP
E H
E A
D W
A L L C
O N
C R
E T E D
E T
A
IL
S B y
M
O D
X M
A N
:2
:5
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
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R
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D C
3'-10"
#7 DOWELS @ 12" O.C.
#7 DOWELS @ 6" O.C.
#7 @ 6" O.C.
#7 @ 12" O.C.
@ 24" O.C.
#5 BAR
TYP.
0" CLR.
TYP.
3" CLR.
C L
R
C L
R
E .F
L A
P
1'-6"
W/ AMPLITUDE OF 1/4")
C.J. (ROUGHEN SURFACE
CLR.
3" #5 @ 12 E.F.
#7 @ 12" O.C.
#7 @ 6" O.C.
STRUCTURE
C/L
EL. VARIES
3'-10"
#7 DOWELS @ 12" O.C.
@ 24" O.C.
#5 BAR
TYP.
3" CLR.
C L
R
C L
R
E .F
1'-6"
W/ AMPLITUDE OF 1/4")
C.J. (ROUGHEN SURFACE
CLR.
3" #5 @ 12 E.F.
#7 @ 12" O.C.
#7 @ 6" O.C.
STRUCTURE
C/L
#7 @ 12" O.C. (INSIDE FACE)
#7 @ 6" O.C. (OUTSIDE FACE) #
E .F
#7 DOWELS @ 12" O.C. E.F.
E .F
C L
R
C L
R
#5 E.F.
0" CLR. 0" CLR.
19'-6" 9'-6"
T.O.C. EL. 93.0
3" CLR.
3" CLR.
3"
CLR.
C L
R
C L
R
C L R
A
B
1'-6"
#7 @ 12"
4 - #7
(EQUALLY SPACED)
EL. 82.0
SOUTH CELL OUTFALL STRUCTURE
ASECTION
SECTION B
T.O.C. EL. 96.5
T.O.C. EL. 90.0
EL. 86.0
1'-6"
O
F
C O
N C
R E
T E D
E T
A
IL
S O
U T F
A L L P
IP
E O
U T
L E
T H
E A
D W
A L L
SOLICITATION NO. W9126G-16-B-0023.
S-13
Sheet 73 of 81 Total For Project Sheet 13 of 21
Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -1
O
U T F
A L L P
IP
E H
E A
D W
A L L C
O N
C R
E T E D
E T
A
IL
S B y
M
O D
X M
A N
:2
:5
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
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H E
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D C
13'-11"
1'-6"3'-6"1'-6" 3'-6" 4'-10"
3" CLR.
C L
R
C L
R
E .F
E .F
R .C .P
(TYP.)
3" CLR.
#7 @ 6"
4, #7
E.S.
#7
3" CLR.
3, #7
E.S.
BELOW PIPE
ABOVE &
4, #7
E.S.
#7 @ 6"
BELOW PIPE
ABOVE &
3" CLR.
3" CLR.
#7
REINF. (TYP.)
VERT. & HORIZ.
0" CLR.
TYP.
2'-0"
T Y P
T Y
P
TOP OF SLAB
1'-6"1'-6"
W/ AMPLITUDE OF 1/4")
C.J. (ROUGHEN SURFACE
3" CLR.
3" CLR.
E.S.
3, #7 4, #7
E.S.
#7 @ 6" E.S.
#5 @ 12"2'-0"
#5 BAR
@ 12" (TYP.)
O .C
O F
O .C
IF
#5 @ 12"
C/L STRUCTURE
SYMETRICAL @
BARS EACH FACE (TYP.)
ADDITIONAL #5 DIAGONAL
3" CLR.
3" CLR.
E.S.
3, #7 4, #7
E.S.
#5 @ 12"
#5 BAR
@ 12" (TYP.)
O .C
O F
O .C
IF
#5 @ 12"
C/L STRUCTURE
SYMETRICAL @
#7 @ 12"
#7 @ 6"
#7 @ 12"
#7 @ 12"
C L
R
E .F
SEE DETAIL 1 FOR
REINFORCING AROUND PIPE
4 #5'S
10"
4 #5'S
@ 24" O.C.
#5 BAR
@ 24" O.C.
#5 BAR
4 #5'S
4 #5'S
C L
R
E .F
E .F
W/ AMPLITUDE OF 1/4")
C.J. (ROUGHEN SURFACE
B A
C
D
R .C .P
Ø
" 2
" 2
" 2
" 2
SECTION
B
SECTION
A
SECTION
DSECTION
C
FILL SIDE ELEVATION
DETAIL
T.O.C. EL. 99.8T.O.C. EL. 99.8
R.C.P.
36" O
C/L PIPESC/L PIPES
#7 DOWEL @ 6"
#7 DOWEL @ 12"
#7 DOWEL @ 6"
#7 DOWEL @ 12"
O
F
C O
N C
R E
T E D
E T
A
IL
S O
U T F
A L L P
IP
E O
U T
L E
T H
E A
D W
A L L
SOLICITATION NO. W9126G-16-B-0023.
S-14
Sheet 74 of 81 Total For Project Sheet 14 of 21
Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -1
S
A F E T
Y E
N D T
R E
A T
M E
N T -S
T R
A
IG
H T W
IN
G
S B y
M
O D
X M
A N
:2
:5
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
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H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
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S T
E X
A S
D A
V
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D C
Standard Division Bridge
SHEET 1 OF 3
DN: CK: DW: CK:FILE:
JOB
COUNTY
SECT
SECTION B-B will not be required.
riprap is provided, the culvert toewall shown in riprap, at intervals of approximately 20'. When such flow, and shall extend across the full distance of the joints or grooved joints, oriented in the direction of on the plans or directed by the Engineer, construction as required by Item 432, "Riprap". Unless otherwise shown riprap shall be constructed. Payment for riprap shall be
When shown elsewhere on the plans, a 5" deep concrete
Reinforcing
Variable
Details
See Corner this line.
slope along based on SL:1
Length of Wings
(2~Wings)
REINFORCING
TABLE OF WINGWALL
V #4 ~ 1'-0"
R #5 6 ~
P #4 ~ 1'-0"
M #4 4 ~
G #6 4 ~
F #4 ~ 1'-0"
E #4 ~ 1'-0"
D #5 ~ 1'-0"
Bar Size No. Spa
Hw
Height
Wingwall
Maximum
QUANTITIES
CULVERT TOEWALL
TABLE OF ESTIMATED
QUANTITIES
ANCHOR TOEWALL
TABLE OF ESTIMATED
(Roadway Slope)
Finished Grade
Box Culvert.
Extend Bars P 3'-0" minimum into bottom slab of from that shown as necessary.
flush with Wingwall Toewall. Adjust reinforcing
At Contractor's option, Culvert Toewall may be ended by Lw.
quantities for two wings multiply the tabulated values for two wings (one structure end). To determine total
Quantities shown are based on an average wing height cover and 4" minimum between bars.
Adjust to fit as necessary to maintain 1 ‚" clear
Slope shall be 3:1 or flatter.
Recommended values of Slope are: 3:1, 4:1, & 6:1.
runner length.
Height is limited based on a 33'-6" maximum safety pipe
See "Table Of Maximum Wing Heights" for various slopes.
and curbs taller than 1'-0", refer to ECD standard.
elsewhere in the plans. For structures without railing
3" min to 5'-0" max. Estimated curb heights are shown will be allowed for this work.
will be made in quantities and no additional compensation if necessary, to meet these requirements. No changes above finished grade. Curb heights shall be reduced, For vehicle safety, curbs shall project no more than 3"
(2~Wings) wing length per ft of
Quantities
Estimated
S S w
(T y p
Conc (CY/Ft)
Dimensions
W X Y
S i z e
Spa
S i z e
Spa
Z
(Lb/Ft)
Reinf Conc
(CY/Ft)
TABLE OF DIMENSIONS & REINFORCING STEEL
2.45
0.037
1 2Bars J Bars J
A
UUU
Ltw
A
Conc (CY/Ft)
9.82
0.074
Bar Size No. Spa
K #4 ~ 1'-0"
N #5 6 ~
OL #4 6 ~
H perpendicular to Rdwy
H w
Z
G
T C
Conforms to Slope
R
D
SL
M a x
T y p
J or V
M a x
(Wings for One Structure End)
Reinf (Lb/Ft)
Reinf (Lb/Ft) for Contractor's information only.
resulting from the formulas given on this sheet are
The quantities for concrete and reinforcing steel specifications.
shall be repaired in accordance with the
Galvanizing damaged during transport or construction components, except reinforcing, shall be galvanized.
plates shall conform to ASTM A36. All steel
Bolts and nuts shall conform to ASTM A307. Steel
(Grade B), or API 5LX52.
of ASTM A53 (Type E or S, Grade B), ASTM A500
Pipe Runners shall conform to the requirements
End Treatment for payment.
pipe runners are considered parts of the Safety
All bolts, nuts, washers, brackets, angles, and information.
See BCS sheet for additional dimensions and or eliminated as directed by the Engineer.
toewalls for culverts and wingwalls may be reduced
When structure is founded on solid rock, depth of a minimum of 1 ‚" clear cover.
All reinforcing bars shall be adjusted to provide a minimum compressive strength of 3600 psi.
All concrete shall be Class "C" and shall have otherwise.
steel reinforcing in riprap concrete unless noted
Material Producer List (MPL) may be used in lieu of
Synthetic fibers listed on the "Fibers for Concrete"
All reinforcing steel shall be Grade 60.
Institute, March 1981.
Cross-Drainage Structures", Texas Transportation
Report 280-1, "Safety Treatment of Roadside of 1,800 pounds at yield as recommended by Research
Pipe Runners are designed for a traversing load
Runners.
openings approximately perpendicular to the Pipe of control vehicles are likely to traverse the intended for use in those installations where out
The Safety End Treatments shown herein are
Designed according to AASHTO LRFD Specifications.
WING HEIGHTS (Hw max)
TABLE OF MAXIMUM
= (Hw 0.333') (Lw)
Total Wingwall Area (Two Wings ~ S.F.)
N = Number of Culvert Spans
Atw = Anchor Toewall Length
Lc = Culvert Curb between Wings
Ltw = Culvert Toewall Length
Lw = Length of Wingwall
SL:1 = Side Slope Ratio (Horizontal : 1 Vertical)
Hw = Height of Wingwall
Heights for limits on Hw.
T, and U values. See Table of Maximum Wall
See applicable box culvert standard for H, S, BARS J
BARS J 1
2'-0"
L e n g t h a r i e s
BARS R
2'-0"
BARS D
4'-0"
BARS V
L e n g t r i e s
Z
(S h o r t e s t
Z
(S h o r t e s t
8"
5" Typ
BARS K
Side Slope
3:1
4:1
6:1
Hw max
11'- 5"
6'- 1" For Cast-in-place culverts:
For Precast culverts:
Lw = (Hw 0.333') (SL)
Hw = H T C 0.250'
GENERAL NOTES:
Ltw = (N) (S) (N 1) (U)
8'-10"
WING DIMENSION CALCULATIONS:
Lc = (Ltw) (2U)
Atw = Lc
(Length = 5'-4")
Formulas: (All values are in Feet)
Z
+Y 4"
L o n g e s t
L o n g e s t
Ltw = (N) (2U S) (N 1) (0.500')
W 4"-
BARS L & OL
C
C
Slab Reinforcing
Culvert Bottom
Slope
Toe of reinforcing not shown for clarity.)
(Showing reinforcing. Culvert and Culvert Toewall reinforcing not shown for clarity.)
(Culvert and Culvert Toewall
Const Jt
Permiss
8"
PLAN
X Y
L
Q
SECTION B-B
8"
M
Z
8"
D
G
R
J
J P
6"
X Y
W
V
F
SECTION A-A
E
H w
2"
(Typ)
E
Q
P
D R
WINGWALL
CORNER DETAILS
FOOTING AND TOEWALL
J 1 V
J1
R V
2"
L
F or G
B 8"
XY
Const Jt
J 2
B
Wingwall Toewall Culvert Toewall
N
SECTION C-C
1'-0"
K
2"
Anchor
Toewall
F MP
J
E
T
O
INSIDE ELEVATION OF WINGWALL
Atw & Lc
OL
K
N
(Showing Dimensions)
2" synthetic fibers.
11-10: Add note for
February 2010 setbs0se.dgn GAF CAT JRP GAF
SETB-SW-O
SAFETY END TREATMENT
FOR 0° SKEW BOX CULVERTS
TYPE I ~ CROSS DRAINAGE
WITH STRAIGHT WINGS
12'-0" 6'- 2" 3'- 0" 2'- 6" 9" #7 6" #5 6" 162.29 0.721
11'-0" 5'- 8" 2'- 9" 2'- 3" 8" #6 6" #5 6" 133.65 0.634
10'-0" 5'- 2" 2'- 6" 2'- 0" 8" #5 6" #4 6" 97.25 0.584
9'-0" 4'- 8" 2'- 3" 1'- 9" 8" #4 6" #4 6" 81.49 0.535
8'-0" 4'- 2" 2'- 0" 1'- 6" 8" #5 1'-0" #4 1'-0" 60.19 0.486
7'-0" 3'- 8" 1'- 9" 1'- 3" 7" #4 1'-0" #4 1'-0" 52.77 0.414
6'-0" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 46.42 0.367
5'-6" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 45.75 0.355
5'-0" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 45.09 0.343
4'-6" 3'- 2" 1'- 6" 1'- 0" 7" #4 1'-0" #4 1'-0" 41.75 0.330
4'-0" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 38.41 0.285
3'-6" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 37.74 0.273
3'-0" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 37.07 0.261
2'-6" 2'- 5" 1'- 0" 9" 7" #4 1'-0" #4 1'-0" 33.73 0.248
14'-0" 7'- 2" 3'- 6" 3'- 0" 1'-0" #8 6" #5 6" 216.78 0.959
Q #4 3 ~
L #4 ~ 1'-0"
Bar Size No. Spa
AT ELEVATION 85.0'.
CULVERT TOE WALL NOT REQUIRED FOR CULVERT WITH INVERT
MARKED BY HEAVIER LINE WEIGHTS.
CHANGES IN DIMENSIONS AND NOTES
USACE MODIFICATIONS:
1'-0"
O
F
W
IT
H S
A F
E T
Y E
N D T
R E
A T
M E
N T
C O
N N
E C
T
IN
G S
T R
U C
T U
R E H
E A
D W
A
SOLICITATION NO. W9126G-16-B-0023.
S-15
Sheet 75 of 81 Total For Project Sheet 15 of 21
Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -1
S
A F E T
Y E
N D T
R E
A T
M E
N T -S
T R
A
IG
H T W
IN
G
S B y
M
O D
X M
A N
:2
:5
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
Standard Division Bridge
SHEET 2 OF 3
DN: CK: DW: CK:FILE:
JOB
COUNTY
SECT
& 2 Washers
Bolt w/ Nut
L •" Dia
& 2 Washers
Bolt w/ Nut
L •" Dia
Point (Typ)
Working
Runners
L Pipe
Anchor Bolts
L Toewall present)
Riprap (if
Wing
Top of as shown
Trim Pipe
Through Hole
L †" Dia
Inspection Hole
Single •" Dia
3 •")
O.D. greater than
Anchor Pipes with
5° Typ (10° for
& Washer
Bolt w/ Nut
Toewall Anchor
L ƒ" Dia x 7" of Pipe Runner)
Hole (at upper end
L †" Dia Through
Bolt (Typ)
L Curb Anchor
& Washer
Bolt w/ Nut
Curb Anchor
L ƒ" Dia x 7" required pipe diameters as shown in the table.
Note: Upper and Lower Brackets shall match the
D
D
C
C
PIPE RUNNER PLAN
ƒ
C
C
C
C
Anchor Toewall
Upper Bracket
Lower Bracket
9"
4 •"
L PipeC
C
L PipeC
C
1"
1 •"1 •" 1"
4"
CL †" Dia Hole
Typ
PL … (Typ)
ANCHOR PIPE DETAILS
UPPER & LOWER BRACKET DETAILS
SECTION D-D
Anchor Pipe (Typ)
Pipe O.D. ‚"
SIDE VIEW ELEVATION
5 •"
(T y p
(Typ)
3" Min
9" Min
9"
3'-0"
Culvert Curb
C T
H T
SL
Culvert Bottom Slab
1'-6" , 9" Min-+
Š
(Typ)
C C
Eq Spa at 2'-0" Min ~2'-6" Max
PIPE RUNNER DETAILS
Pipe Runner Length ~ Pc
Pipe Runner Length ~ Pc
(Showing Curb Pipe Runner.)
Anchor Pipe
Pipe Runner
L " Dia Holes• L " Dia Holes•
6"
• Pipe O.D. „"
Size
Pipe
I.D.
Pipe
Size
Pipe
O.D.
Pipe
I.D.
Pipe
Pipe Size
Required Anchor
O.D.
Pipe
Runner Size
Required Pipe
6:1 ~ 1.014
4:1 ~ 1.031
3:1 ~ 1.054
Slope SL:1 K
K = Constant Values for use in formulas
Pc = Pipe Runner Length
(Pc)
Length
Runner
Pipe
Maximum
REQUIRED PIPE RUNNER AND ANCHOR PIPE SIZES
MAXIMUM PIPE RUNNER LENGTHS &
in accordance with the manufacturer's recommendations.
including hole size, drilling, and clean-out, must be distance must be accounted for). Anchor installation, of ultimate tensile strength (anchor spacing and edge can be based on the manufacturer's published values achieved. Evidence of adequate tensile resistance provide evidence to the Engineer that this can be
Anchor diameter shall be ƒ". The Contractor must to achieve an ultimate tensile resistance of 20 kips.
may be used. Anchorage system chosen must be able
At Contractor's option, an epoxy anchorage system
Pipe Runner is adequate.
that the lap of the Anchor Pipe with the inspection hole shall be utilized to ensure
After installation of Pipe Runner, the •"
Formulas:
PIPE RUNNER DIMENSION CALCULATIONS:
3" STD
4" STD
5" STD
3.068"
4.026"
5.047"
2" STD
3" STD
4" STD
2.375"
3.500"
4.500"
2.067"
3.068"
4.026"
3.500"
4.500"
5.563"
9'-4"
19'-0"
33'-6"
Pc = (Lw) (K) (1.688)-synthetic fibers.
11-10: Add note for
February 2010 setbs0se.dgn GAF CAT JRP GAF
SAFETY END TREATMENT
WITH STRAIGHT WINGS
TYPE I ~ CROSS DRAINAGE
SETB-SW-O
FOR 0° SKEW BOX CULVERTS
42'-0" 6" STD 6.625" 6.065" 5" STD 5.563" 5.047"
O
F
W
IT
H S
A F
E T
Y E
N D T
R E
A T
M E
N T
C O
N N
E C
T
IN
G S
T R
U C
T U
R E H
E A
D W
A
S-16
Sheet 76 of 81 Total For Project Sheet 16 of 21
Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
G A
L V
E S
T O
N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
D a te
R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o d e l
N a m e S -1
H
E A
D W
A L L S
A F E T
Y E
N D
S F
L A
R E
D E
N D
S B y
M
O D
X M
A N
:2
:5
P
M D a te
T im e
W
C A
D D P ro je c ts H
S C -1
G re e n s S D e te n ti o n B a s in P la n s A m e n d m e n ts A
M D -S
H
S C -4
-1
-G
R E E
N S B
A Y
O U S -D
E T E
N T
IO
N .d g n
U
G U
S T
J O
S E
P H L
K
IN
G
R .A
L O
R I K T
H O
M A
S P .E
C O
L O
N E
L U .S
A R
M Y
C O
M M
A N
D
IN
G
L A
R S N Z
E T
T E
R S
T R
O M P .E
P R
E P
A R
E D U
N D
E R T
H E D
IR
E C
T
IO
N O
F
A N
D C
H A
N N
E L I
M P
R O
V E
M E
N T S
S O
U T
H D
E T
E N
T
IO
N B
A S
IN
G R
E E
N S B
A Y
O U
B U
F F
A L
O B
A Y
O U A
N D T
R
IB
U T
A R
IE
S T
E X
A S
D A
V
ID
R
B R
O W
N P .E
C h ie f, G e n e ra l E n g in e e ri n g
R
E P
L A
C E S
H E
E T
/1
/1
J
D C
Standard Division Bridge
SHEET 3 OF 3
DN: CK: DW: CK:FILE:
JOB
COUNTY
SECT
13 1212(Ft-In)
Length
Pipe Runner
Headwall
Pipes
Wing
No. of
(Ft-In)
Length
Pipe Runner
Wingwall
Longest
(Ft-In)
Length
Pipe Runner
Wingwall
Shortest
(Ft-In)
Pipe Runners of Wingwall
Total Length
(Ft-In)
L1
P1
Dimension
Overall
L3
P2
Dimension
Overall
L4
S lo p e
S id e
(Ft-In)
Length
Pipe
Sliding
Non-
Size
Runner
Pipe
60" 9" 3'- 0" 7 5'- 7" 6 14 5" STD
54" 6" 2'- 0" 7 3'- 7" 6 14 5" STD
48" 1'- 3" 2'- 6" 6 4'- 7" 5 12 5" STD
42" 1'- 0" 2'- 3" 5 4'- 1" 4 10 5" STD
36" 9" 2'- 9" 4 5'- 1" 3 8 5" STD
33" 9" 2'- 0" 4 3'- 7" 3 8 4" STD
72" 1'- 3" 2'- 0" 6 3'- 7" 5 12 5" STD
66" 1'- 0" 2'- 9" 5 5'- 1" 4 10 5" STD
60" 9" 2'- 0" 5 3'- 7" 4 10 5" STD
54" 6" 2'- 6" 4 4'- 7" 3 8 5" STD
48" 1'- 3" 2'- 3" 4 4'- 1" 3 8 4" STD
42" 1'- 0" 2'- 9" 3 5'- 1" 2 6 4" STD
36" 9" 2'- 0" 3 3'- 7" 2 6 4" STD
33" 9" 2'- 0" 3 3'- 7" 2 6 4" STD
72" 1'- 3" 3'- 0" 4 5'- 7" 3 8 5" STD
66" 1'- 0" 2'- 0" 4 3'- 7" 3 8 4" STD
60" 9" 2'- 0" 4 3'- 7" 3 8 4" STD
54" 6" 2'- 0" 3 3'- 7" 2 6 4" STD
48" 1'- 3" 2'- 0" 3 3'- 7" 2 6 4" STD
42" 1'- 0" 3'- 0" 2 5'- 7" 1 4 4" STD
36" 9" 2'- 0" 2 3'- 7" 1 4 3" STD
33" 9" 2'- 0" 2 3'- 7" 1 4 3" STD
N/A
2'-11 •"
N/A
N/A
N/A
2'-11 •"
3'- 0"
N/A
3'- 0"
N/A
N/A
N/A
3'- 0"
3'- 0"
N/A
3'- 1"
3'- 1"
3'- 1"
3'- 1"
N/A
3'- 1"
3'- 1"
227'-11 ‚"
196'- 0 •"
158'-10 •"
105'- 5"
74'- 0"
65'- 9 •"
151'- 8 ƒ"
117'- 8 •"
102'- 7"
72'- 4"
68'- 0"
43'- 1 •"
35'- 9"
33'- 8"
81'- 0"
68'- 8 ƒ"
62'- 7 ‚"
39'- 9"
39'- 4"
22'- 5"
17'-10 •"
17'- 1"
17'- 4 •"
16'- 4 ƒ"
14'-11"
12'- 3 ƒ"
9'-10"
9'- 8 ƒ"
14'- 7 ƒ"
12'- 6"
11'-10"
9'-11 ‚"
9'- 9 ‚"
7'- 3 •"
6'- 7 ƒ"
6'- 0 ƒ"
9'- 9 •"
9'- 8 ‚"
8'- 6 ƒ"
7'- 5 •"
7'- 4"
4'- 9 •"
4'- 8"
4'- 2 ƒ"
29'- 9 •"
28'- 1 ‚"
24'-10 ‚"
19'- 8 •"
14'- 9"
14'- 7"
24'- 5"
19'-11 ƒ"
18'-11 ‚"
14'-10 ƒ"
14'- 8"
9'- 8 ƒ"
8'-10 ‚"
8'- 1"
14'- 8 ‚"
14'- 6 ‚"
12'-10 ‚"
9'-11 ‚"
9'- 9 ‚"
4'- 9 •"
4'- 8"
4'- 2 ƒ"
32'- 9 •"
29'- 9"
26'- 8 •"
22'- 1 ƒ"
19'- 1 ‚"
17'- 7"
25'- 9 ƒ"
23'- 9"
21'- 8 ‚"
19'- 7 •"
17'- 6 ƒ"
14'- 5 •"
12'- 4 ƒ"
11'- 4 •"
19'- 4 ƒ"
17'- 9 ƒ"
16'- 2 ƒ"
14'- 7 ƒ"
13'- 0 ƒ"
10'- 8 ‚"
9'- 1 •"
8'- 4"
29'- 4 ‚"
26'- 1 •"
24'- 1 ƒ"
19'- 2 ‚"
15'- 8 ƒ"
14'- 3"
23'- 3 •"
20'- 8 ‚"
18'- 5"
15'- 8 ‚"
15'- 0 •"
11'- 6 ‚"
9'- 5"
8'- 8 ƒ"
16'-10"
14'-10 ‚"
13'- 3 ƒ"
10'- 8"
10'- 6 ‚"
7'- 9 •"
5'-10 ‚"
5'- 5 •"
3'- 2 •"
5'- 6 ƒ"
2'- 4"
1'-10 ƒ"
2'- 9 ‚"
5'- 8 •"
5'-10 ‚"
2'-10 ‚"
5'- 8 ƒ"
2'- 4 ƒ"
1'-11 •"
2'-10 ‚"
5'- 5 •"
5'- 1 ‚"
3'- 5"
6'- 0"
5'- 6"
6'- 1 •"
6'- 0 ƒ"
3'- 5"
N/A
N/A
(In)
Dia
Culvert
Pipe in L3
Spaces of
Number in L4
Spaces of
Number
:1
:1
:1
(Ft-In)
Dimension
Overall
L2
Pipes
Headwall of
Number
Spaces of L2
No.
Size
Pipe
O.D.
Pipe size than the Pipe Runner size.
Anchor Pipe size shall be the next smaller
Non-Sliding Pipes.
Quantities shown include, if present, the
Shortest.
Wing Pipe Runner shall be considered the
Non-Sliding Pipe Runner, the next outermost
If the outermost Wing Pipe Runner is a
(In)
Dia
Culvert
Pipe
Culverts
Pipe of
Number
I.D.
Pipe
SIZES
AND ANCHOR PIPE
STANDARD PIPE RUNNER
5" STD
4" STD
3" STD 3.500"
4.500"
5.563"
2" STD 2.375" 2.067"
3.068"
4.026"
5.047"
6 21 51'- 5 ƒ" 22
5 17 42'- 1 ƒ" 18
4 14 32'- 9 ƒ" 15
3 10 23'- 5 ƒ" 11
2 6 14'- 1 ƒ" 7
1 2 4'- 9 ƒ" 3
6 20 48'- 5 ƒ" 21
5 16 39'- 8 ƒ" 17
4 13 30'-11 ƒ" 14
3 9 22'- 2 ƒ" 10
2 6 13'- 5 ƒ" 7
1 2 4'- 8 ƒ" 3
6 19 45'-10 ƒ" 20
5 16 37'- 7 ƒ" 17
4 12 29'- 4 ƒ" 13
3 9 21'- 1 ƒ" 10
2 6 12'-10 ƒ" 7
1 2 4'- 7 ƒ" 3
6 17 42'- 0 ƒ" 18
5 14 34'- 6 ƒ" 15
4 11 27'- 0 ƒ" 12
3 8 19'- 6 ƒ" 9
2 5 12'- 0 ƒ" 6
1 2 4'- 6 ƒ" 3
6 15 35'- 4 ƒ" 16
5 12 28'- 9 ƒ" 13
4 9 22'- 2 ƒ" 10
3 7 15'- 7 ƒ" 8
2 4 9'- 0 ƒ" 5
1 1 2'- 5 ƒ" 2
6 13 31'- 6 ƒ" 14
5 11 25'- 8 ƒ" 12
4 8 19'-10 ƒ" 9
3 6 14'- 0 ƒ" 7
2 4 8'- 2 ƒ" 5
1 1 2'- 4 ƒ" 2
6 12 27'- 8 ƒ" 13
5 10 22'- 7 ƒ" 11
4 7 17'- 6 ƒ" 8
3 5 12'- 5 ƒ" 6
2 3 7'- 4 ƒ" 4
1 1 2'- 3 ƒ" 2
6 11 25'- 4 ‚" 12
5 9 20'- 8 ‚" 10
4 7 16'- 0 ‚" 8
3 5 11'- 4 ‚" 6
2 3 6'- 8 ‚" 4
1 1 2'- 0 ‚" 2
72"
66"
60"
54"
48"
42"
36"
33"
Length
Pipe Runner
Headwall
~ 3'-0"Max
2'-0" Min
~ 3'-0"Max
2'-0" Min
~ 2'-6"Max
2'-0"Min
Eq Spa at
~ 2'-6"Max
2'-0"Min
Eq Spa at
~ 2'-6"Max
2'-0"Min
Eq Spa at
~ 1'-6" Max
6" Min
~ 1'-6" Max
6" Min
Pipe Runner
Longest Wing
Pipe Runner
Shortest Wing
Treatment components.
field prior to fabrication of the Safety End shall be verified by the Contractor in the field conditions. Therefore, all dimensions that these quantities will change due to for estimating purposes only. It is likely
Note that the tabular quantities are given
Pipe Runner
Headwall
Pipe Runners of All
Total Length
Anchor Pipes of All
Total Length
Pipe Runners of Wingwall
Total Length
Pipe Runners
Headwall
No. of
Pipe Runners
Wing
No. of
Pipe Runners
Headwall
No. of
Pipe Runners
Non-Sliding
No. of
E q
S p a
PIPE RUNNER LAYOUT
SPECIAL NOTE:
P1 P1
L1 L1
L3 L2 L3
P
L
L
(T yp
3.000'
TOTAL PIPE LENGTHS FORMULAS:
SAFETY END TREATMENT
WITH FLARED WINGS
FOR 0 SKEW PIPE CULVERTS
TYPE I ~ CROSS DRAINAGE
SETP-FW-0
setpf0se.dgn
February 2010
GAF CAT TxDOT GAF o f th is s ta n d a r d to o th e r f o r m a ts o r f o r in c o r r e c t r e s u lt s o r d a m a g e s r e s u lt in g f r o m it s u s e k in d is m d e b y
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T a s s u m e s n o r e s p o n s ib il it y f o r th e c o n v e r s io n e u s e o f th is s ta n d a r d is g o v e r n e d b y th e
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S-17
Sheet 77 of 81 Total For Project Sheet 17 of 21
Total For Section of Engineers U.S. Army Corps
Galveston District
G A
L V
E S
T O
N T
E X
A S
C O
R P
S O
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IN
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IS
T R
IC
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G A
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N X X X
A S S
H O
W N
C h ie f, E n g in e e ri n g B ra n c h
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R e v
S u b m it te d b y
A p p ro v e d b y
A p p ro v a l R e c o m m e n d e d
S c a le
D ra w n b y
D e s ig n e d b y
C h e c k e d b y
D e s c ri p ti o n
D a te
R e v
B y
Drawing No.:
A c ti n g C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n
F il e
M o…
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