411, 412, 413_Structure Plans

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.
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CITY LI
MITS
JACKSONVILLE 17
Rd.
A
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NCDOT CONTACT:
PLANS PREPARED FOR THE NCDOT BY:
NC License Number F-0991
STV ENGINEERS, INC.
-L-
COMMERCE ROAD
F
A
IR
W
A
Y

R
O
A
D
-
Y
1-
-
Y3
-
-Y2
-
C
O
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TRY C
LU
B D
RIVE
TO WESTERN BLVD
=
=
ADT
=ADT
VICINITY MAP
-L- STA. 18+50.00
BEGIN TIP PROJECT U-5878
END CITY PROJECT
CITY LIMITS
JACKSONVILLE
CITY LIMITS
JACKSONVILLE
T
O

U
S

17
(P
IN
EY
G
REEN

RO
A
D
)
S
R
14
0
6

T
O

C
A
N
T
E
R
B
U
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Y

L
A
N
E
-L- STA. 31+94.84
END TIP PROJECT U-5878
COUNTY LIMITS
ONSLOW
COUNTY LIMITS
ONSLOW
C
O
U
N
TY
LIM
ITS
O
N
S
LO
W
=
=
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ONSLOW COUNTY
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
5
/
3
1/
2
0
2
2
R
:
\
S
t
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s
\
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7
8
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U
-
5
8
7
8
N/A44694.1.1
NCDOT DIVISION 3
TO PINEY GREEN ROAD (SR 1406) AT COUNTRY CLUB DRIVE
K
MAJOR COLLECTOR
FUNC. CLASSIFICATION:
U-5878
P.E.
N.T.S.
PROJECT
BEGIN
PROJECT
END
T
V 30 MPH
9
4%
* TTST=1%, DUALS=3%
LENGTH OF CITY PROJECT = 0.127 MILES
D
C
0
0
1
8
5
(P
IN
EY
G
REEN

RO
A
D
)
S
R
14
0
6

-
Y3
-
EXTENSION OF COMMERCE ROAD FROM FAIRWAY ROAD
2021
2041 7,900
GRADING, PAVING, DRAINAGE & CULVERTS
1,900
-L- STA. 24+43.00
BEGIN CULVERT
-L- STA. 24+66.00
END CULVERT
-Y3- STA. 11+13.27
BEGIN CONSTRUCTION
-Y3- STA. 17+87.06
END CONSTRUCTION
2 @ 11'X7' RCBC
PROPOSED
-Y2- STA. 11+16.00
BEGIN CONSTRUCTION
-L- STA. 11+80.00
BEGIN CITY PROJECT
BEGIN CONSTRUCTION
TOTAL LENGTH OF TIP PROJECT U-5878 = 0.255 MILES
LENGTH OF STRUCTURE TIP PROJECT U-5878 = 0.004 MILES
LENGTH OF ROADWAY TIP PROJECT U-5878 = 0.251 MILES
NAD 83 / NA 2011
1600 Perimeter Park Dr., Suite 225, Morrisville, NC 27560
2018 STANDARD SPECIFICATIONS
UPGRADED SIGNAL
BRIAN HARDING
N/A44694.2.1 ROW & UTIL
STRUCTURAL ENGINEER
JASON T. GRISCOM, PE
CYNTHIA LI, EI
12'X8' RCBC
PROPOSED
-L- STA. 22+17.77
END CULVERT
-L- STA. 22+04.04
BEGIN CULVERT
AUGUST 7, 2018
SS
RE
N G NEE
I
029429
J MAS
ON T G IC
.
N
O
RTHCAR
OLIN
A
SEAL
S O
R
A
L
NO
IEF
P
R
O
10
0
%

P
l
a
n
s
44694.3.1 N/A CONSTRUCTION
JUNE 30, 2022
STRUCTURES
DocuSign Envelope ID: 59F1B6FA-292C-4008-81EE-8B6FA65C69B0
5/31/2022
LOCATION SKETCH
AND PAY ITEM, TYP.)
(ROADWAY DETAIL
CLASS I RIP RAP

PLANS AND SPECIAL PROVISIONS.
FOR UTILITY INFORMATION, SEE UTILITY
N
O
R
T
HE
A
S
T
C
R
E
E
K T
R
I
B
.
U
N
N
A
ME
D
T
R
I
B
. T
O

T
O

S
R
-
1
4
0
6
T
O

F
A
I
R
W
A
Y

R
D
{ -L-
43'-6"
46'-6"
STA. 22+10.89 -L-
ROADWAY SLOPES = 3:1
BED ELEV. @ STA. 22+10.89 -L- = 22.92
GRADE POINT ELEV. @ STA. 22+10.89 -L- = 36.04

=
=
=
=
=
=
DESIGN DISCHARGE
FREQUENCY OF DESIGN FLOOD
DESIGN HIGH WATER ELEVATION
DRAINAGE AREA

=
=
=
OVERTOPPING DISCHARGE
FREQUENCY OF OVERTOPPING FLOOD

BASE DISCHARGE (Q100)
BASE HIGH WATER ELEVATION
NOTES:
HYDRAULIC DATA
CLASS A CONCRETE
REINFORCING STEEL
TOTAL
BARREL
LUMP SUM
TOTAL STRUCTURE QUANTITIES
WINGS, ETC.
WINGS, ETC.
TOTAL
490
25
0.79
30.8
600
32.0
842
>500
35.1
-L- CURVE DATA
CULVERT EXCAVATION @ STA. 22+10.89 -L-
112 TONS
39.1 CU.YDS.
PROFILE ALONG { CULVERT
10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"
ALONG CULVERT {
NATURAL GROUND
SECTION OF BARREL
RIGHT ANGLE
4"
12'-0"
CL.
8
'
-
0
"
2" HIGH BEAM BOLSTERS
(B.B.) @ 4'-0" CTS.
6
"
6
"
6"6"
6"6"
4
"
(TYP.)
2
"
C
L
.
2
"
C
L
.
2
"
C
L
.
3"
C1 BARS @ 1'-0'' CTS.A2 BARS
B1 BARS (TYP.)
WEEP HOLES
3" ~
(TYP.)
B2 BARS
C
O
N
S
T
.

J
T
.
A1 BARS
C1 BARS @ 1'-0'' CTS.
CONST.JT.
PERMITTED
C
1

B
A
R
S

@

1
'
-
0
"

C
T
S
.
2" CL.
(TYP.)
2" CL.
(TYP.)
10'-0"
{ -L-
1
0
•
"
NO
RT
HE
A
S
T
CRE
E
K
T
RI
B.
U
N
N
A
M
E
D
T
RI
B.
T
O
90'-0"
(TO TANGENT)
61°-00'-00"
À SINGLE 12' X 8' RCBC
13'-8"
10"10"
9
'
-
9
"
1
0
•
"
4ƒ" HIGH C.H.C.U. (TYP.)
MINIMUM SPLICE LENGTH FOR ``C'' BARS IS 1'-10".
THERE ARE 46 ``C'' BARS IN SECTION OF BARREL.
CFS
SQ. MI.
YRS.
CFS
YRS.
CFS
OVERTOPPING FLOOD ELEVATION
FOUNDATION CONDITIONING MATERIAL, BOX CULVERT
BARREL @ 1.384 CU.YDS./FT. 124.6 CU.YDS.
163.7 CU.YDS.
19,630 LBS.
2,322 LBS.
21,952 LBS.
E
L
.

2
5
.
2
|
E
L
.

2
5
.
4
|
E
L
.

2
5
.
9
|
E
L
.

2
5
.
1
|
E
L
.

2
4
.
9
|
E
L
.

2
5
.
5
|
E
L
.

2
4
.
7
|
E
L
.

2
7
.
2
|
E
L
.

2
7
.
1
|
E
L
.

2
4
.
8
|
E
L
.

2
2
.
7
|
A1XX BARS
A2XX BARS
C1-1
FAIRWAY RD. AND SR 1406
ON COMMERCE ROAD BETWEEN
CONCRETE BOX CULVERT
SINGLE 12'-0" X 8'-0"
SHEET 1 OF 5
L = 317.70'
T = 161.63'
R = 700'
D = 8°-11'-06.4"
= 26°-00'-15.0" (RT)
P.I. STA. = 21+75.99 -L-
OVERTOPS LEFT SHOULDER @ STA. 24+00| -L-
OVERTOPPING FLOOD DATA
CULVERT
PROPOSED
BENCHMARK BM#1: RR SPIKE SET IN 18" HARDWOOD, STA. 22+11 -L-, 269' RT., N=380058 E=2486490, EL. 36.86
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.

FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.

FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
EXCAVATION @ STA. 22+10.89 -L-''.
AND LABOR NECESSARY SHALL BE INCLUDED IN THE LUMP SUM PRICE BID FOR ``CULVERT
LIMITED TO PLACING NATIVE MATERIAL IN THE BARREL AND ALL TOOLS, EQUIPMENT,
FOR PLACEMENT OF NATIVE MATERIAL IN THE BARREL, WHICH INCLUDES BUT IS NOT
TO APPROVAL BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. PAYMENT
AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. NATIVE MATERIAL IS SUBJECT
NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED
WING COVERING THE ENTIRE LENGTH OF THE EXPANSION JOINT.
A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE FILL FACE OF THE

FOR CULVERT DIVERSION DETAILS AND PAY ITEM, SEE EROSION CONTROL PLANS.

THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR.
SPLICE LENGTH SHALL BE 1'-10" FOR THE #4 BARS. EXTRA WEIGHT OF STEEL DUE TO
THE INTERIOR FACE OF EXTERIOR WALL ABOVE LOWER WALL CONSTRUCTION JOINT. THE
AT THE CONTRACTOR'S OPTION, HE MAY SPLICE THE VERTICAL REINFORCING STEEL IN
APPROVAL OF THE ENGINEER.
THE POURS TO A MAXIMUM OF 70 FEET. LOCATION OF JOINTS SHALL BE SUBJECT TO
TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED IN THE BARREL, SPACED TO LIMIT
EMBEDDED IN BARREL ARE SHOWN ON WING SHEET.
DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL
OUT TO MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE OF THE FILL.
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE STAKING IT
BY THE SILLS, BAFFLES, ROOF SLAB AND HEADWALLS.
2. THE REMAINING PORTIONS OF THE WALLS AND WINGS FULL HEIGHT FOLLOWED
VERTICAL WALLS.
1. WING FOOTINGS AND FLOOR SLAB INCLUDING 4" OF ALL
CONCRETE IN CULVERT TO BE POURED IN THE FOLLOWING ORDER:
3" ~ WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONS.
FOR OTHER DESIGN DATA AND NOTES SEE STANDARD NOTE SHEET.
DESIGN FILL = 4.84' MIN. AND 5.89' MAX.
ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING.
DRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :JTG 9-18
7-18
6-18
JAD
CL NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
ONSLOW
22+11.00 -L-
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
10
U-5878
m
e
l
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l
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10
/
11/
2
0
2
1
R
:
\
S
t
r
u
c
t
u
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e
s
\
u
s
t
a
t
i
o
n
\
F
i
n
a
l
s
\
4
11_
0
0
1_
U
5
8
7
8
_
S
M
U
_
C
U
_
0
0
1_
6
6
0
0
0
0
.
d
g
n
3
:
2
9
:
3
6

P
M
SS
RE
N G NEE
I
029429
J MAS
ON T G IC
.
N
O
RTHCAR
OLIN
A
SEAL
S O
R
A
L
NO
IEF
P
R
O
DocuSign Envelope ID: DAA94719-AB77-4A8B-9254-5E26CB8AF354
10/12/2021
LRFR SUMMARY
1
2
3
(LOOKING DOWNSTREAM)
12'-0"
8
'
-
0
"
HL-93 (INVENTORY)
HL-93 (OPERATING)
HS-20 (INVENTORY)
HS-20 (OPERATING)
RATING
LOAD
DESIGN
SNSH
N/A
N/A
36.000
36.000
13.500
1.75
1.35
1.75
1.35
L
L
20.000
22.000
34.925
35.550
39.950
42.000
42.000
42.000
41.600
45.000
43.000
33.000
45.000
#
g
--
--
27.250
33.075
SNGARBS2
SNAGRIS2
SNCOTTS3
SNAGGRS4
TNAGRIT3
TNAGRIT4
(
T
T
S
T
)
T
R
U
C
K

T
R
A
C
T
O
R

S
E
M
I
-
T
R
A
I
L
E
RRATING
LOAD
LEGAL
SNS5A
SNS6A
SNS7B
TNT4A
TNT6A
TNT7A
TNT7B
TNAGT5A
TNAGT5B
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
L
E
V
E
L
V
E
H
I
C
L
E
(
T
O
N
S
)
W
E
I
G
H
T

(
W
)
L
O
A
D

R
A
T
I
N
G
C
O
N
T
R
O
L
L
I
N
G
(
R
F
)
R
A
T
I
N
G

F
A
C
T
O
R
S
M
I
N
I
M
U
M
T
O
N
S

=

W

x

R
F
STRENGTH I LIMIT STATE
SHEARMOMENT
R
A
T
I
N
G

F
A
C
T
O
R
R
A
T
I
N
G

F
A
C
T
O
R
C
O
M
M
E
N
T

N
U
M
B
E
R
(

)
F
A
C
T
O
R
S
L
I
V
E
-
L
O
A
D
1
2
(
S
V
)
S
I
N
G
L
E

V
E
H
I
C
L
E
B
O
X

N
O
.
B
O
X

N
O
.
SUMMARY FOR REINFORCED CONCRETE BOX CULVERTS
LOAD AND RESISTANCE FACTOR RATING (LRFR)
T
Y
P
E
E
L
E
M
E
N
T
T
Y
P
E
E
L
E
M
E
N
T
E
L
E
M
E
N
T

(
f
t
)
L
E
F
T

E
N
D

O
F
D
I
S
T
A
N
C
E

F
R
O
M
E
L
E
M
E
N
T

(
f
t
)
L
E
F
T

E
N
D

O
F
D
I
S
T
A
N
C
E

F
R
O
M
3
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1.55
1.55
1.55
1.43
1.49
1.43
1.55
2.17
1.39
1.41
1.58
1.43
1.30
2.17
2.04
2.17
1.55
1.20
1.35
1.04
69.750
69.750
66.650
60.060
62.580
59.488
51.266
71.610
58.380
56.330
56.169
49.943
35.425
47.740
40.800
29.295
55.800
43.200
1.55
1.55
1.55
1.43
1.49
1.43
1.55
2.17
1.39
1.41
1.58
1.43
1.30
2.17
2.04
2.17
1.55
1.20
1.35
1.04
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
6.83'
2.41
2.41
2.41
2.05
2.26
2.12
2.41
2.89
1.88
1.91
2.35
2.04
2.02
4.06
3.80
4.06
2.89
2.23
2.10
1.62
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
BOTTOM SLAB
BOTTOM SLAB
1.46'
1.46'
1.46'
1.46'
1.46'
1.46'
1.46'
1.46'
12.20'
12.20'
1.46'
12.20'
1.46'
1.58'
1.58'
1.58'
1.58'
1.58'
1.46'
1.46'
C1-2
(NON-INTERSTATE TRAFFIC)
BOX CULVERTS
REINFORCED CONCRETE
LRFR SUMMARY FOR
NOTE:
COMMENTS:
4.

3.

2.

1.
#
1
2
3
* * SEE CHART FOR VEHICLE TYPE
LEGAL LOAD RATING * *
CONTROLLING LOAD RATING
LOAD FACTORS:
DESIGN LOAD RATING (HL-93)
DESIGN LOAD RATING (HS-20)
RATING FACTORS ARE BASED ON THE STRENGTH I LIMIT STATE.
LOAD TYPE FACTOR
MAX
DESIGN LOAD RATING FACTORS
FACTOR
MIN
DC
EV
EH
ES
LS
WA
DW
1.25
1.50
1.30
1.35
1.35
1.75
1.00
0.90
0.65
0.90
0.90
0.90
--
--
SHEET 2 OF 5
DRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :JTG 9-18
7-18
6-18
JAD
CL NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
ONSLOW
22+11.00 -L-
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
10
U-5878
m
e
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le
10
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5
/
2
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2
1
R
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S
t
r
u
c
t
u
r
e
s
\
u
s
t
a
t
i
o
n
\
F
i
n
a
ls
\
4
11_
0
0
3
_
U
5
8
7
8
_
S
M
U
_
C
U
_
0
0
2
_
6
6
0
0
0
0
.
d
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3
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:
3
6

A
M
SS
RE
N
G NEE
I
029429
J MAS
O
N T G IC
.
N
O
RTHCA
R
OLIN
A
SEAL
S O
R
A
L
NO
IEF
P
R
O
DocuSign Envelope ID: DAA94719-AB77-4A8B-9254-5E26CB8AF354
10/12/2021
2
'
-
6
"
1
0
"
2
'
-
6
"
6" BEVEL
UPSTREAM
END ONLY
4
'
-
9
"
1
'
-
6
"
1
'
-
0
"
4
'
-
9
"
8
'
-
0
"
(INLET END SHOWN, OUTLET END SIMILAR)
VERTICAL LEG
6" R.
A1
A2
1
TOTAL REINFORCING STEEL
NO.SIZE TYPE LENGTH WEIGHTBAR
A
1
A
2
NO.SIZE TYPE LENGTH WEIGHTBAR
BILL OF REINFORCING FOR BARREL
BAR TYPES
ALL BAR DIMENSIONS ARE OUT TO OUT.
10'-0"
90°
SKEW TRIANGLE
CONST. JT.
6
"
6
"
1'-3"
9
"
3
"
3
"3"
3"
3" ~ WEEP HOLES @ 10'-0" | CTS.
CULVERT SECTION NORMAL TO ROADWAY
6"
#4B2 BARS FILL FACE
6
"
1
0
"
#4B1 BARS STREAM FACE
CONST. JT.
PERMITTED
#
4
C
1

B
A
R
S

@

1
'
-
0
"

C
T
S
.
O
F

B
A
R
R
E
L
T
Y
P
.

S
E
C
T
I
O
N
A
S

S
H
O
W
N

I
N
4-#5G1 BARS
END ELEVATION NORMAL TO SKEW
13'-8†"
9‚"10„"12'-1‚"
61°29°
8'-
8•
"
(IN
S
ID
E
F
A
C
E
S
O
F
E
X
T
E
R
IO
R
WA
L
L
S
)
{ -L-W2
W1
W1
W2
#
4
C
1

B
A
R
S

@

1
'
-
0
"

C
T
S
.
6
"
6
"
#
4
C
1

B
A
R
S

@

1
'
-
0
"

C
T
S
.
A
2
0
0 A
2
0
1
(BOTTOM OF ROOF SLAB)
(TOP OF FLOOR SLAB)
LENGTH OF CULVERT = 90'-0"
43'-6"46'-6"
{ CULVERT
A
1
0
1
A
1
0
0
ROOF SLAB)
(BOTTOM OF
3-#8S1 @ 5" CTS.
2"
CL.2"
CL.
8"
(IN HEADWALL)
@ 3" CTS.
4-#5G1 BARS
PART PLAN - FLOOR SLABPART PLAN - ROOF SLAB
FOR 3:1 FILL
WING SLOPE
ROADWAY FILL SLOPE 3:1
ROADWAY FILL SLOPE 3:1
FOR 3:1 FILL
WING SLOPE
{ -L-
{ INVERT EL. 22.92
13
'-8
†
"
4'-0"
3
'
-
1
1
"
4'-0"
19,630 LBS.
#6A212 @ 6" CTS.
#6A201 THROUGH
1
0
•
"
165-#6A100 @ 6" CTS.#6A101 @ 6" CTS.
#6A112 THROUGH
180-#4B2 @ 6" CTS.
165-#6A200 @ 6" CTS.
6"
6"
A112
A212
(TYP. EA. END OF CULVERT)
(BOTTOM OF ROOF SLAB)
(SEE BARREL SECTION)
175-#5A1 @ 6" CTS. (CORNER BARS, EA. EXTERIOR WALL)
(
4

B
A
R

R
U
N
)
O
N

S
H
E
E
T

C
1
-
1
)

(
S
E
E

B
A
R
R
E
L

S
E
C
T
I
O
N (TO TAN.)119°(T
O T
A
N.)
61°
90-#4B1 @ 1'-0" CTS.
(TYP. EA. WALL)
(EXTERIOR WALL @ STREAM FACE)
(TYP. EA. WALL)
(EXTERIOR WALL @ FILL FACE)
(SEE BARREL SECTION)
BARS, EA. EXTERIOR WALL
175-#5A2 @ 6" CTS. CORNER
(TYP. EA. END OF CULVERT)
(TOP OF FLOOR SLAB)
4
'-10
‰
"
(
4

B
A
R

R
U
N
)
O
N

S
H
E
E
T

C
1
-
1
)

(
S
E
E

B
A
R
R
E
L

S
E
C
T
I
O
N
GRADE 2.09%
BARS
3-#8S1
BARS
3-#8S1
(@ { CULVERT)
EL. 21.95
3-#8S1 BARS
(@ { CULVERT)
EL. 23.83
ROADWAY WIDTH = 48'-0"
1
0
•
"
9
'
-
0
•
"
4
'
-
3
•
"
15'-7•"
1
'
-
1
0
•
"
4
'
-
3
•
"
9
'
-
0
•
"
4'-1"
4'-1"
3
'
-
3
•
"
3
'
-
3
•
"
A112
A111
A110
A109
A108
A107
A106
A105
A104
A103
A102
A101
A100
A2
A1
S1
G1
D2
D1
C1
B2
B1
A212
A211
A210
A209
A208
A207
A206
A205
A204
A203
A202
A201
A200
2
2
2
2
2
2
2
2
2
2
2
2
165
350
350
#6
#6
#6
#6
#6
#6
#6
#6
#6
#6
#6
#6
#6
#5
#5
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
1
1
2'-8"
3'-7"
4'-6"
5'-5"
6'-3"
7'-2"
8'-1"
9'-0"
9'-11"
10'-9"
11'-8"
12'-7"
13'-3"
8'-2"
8'-2"
8
11
14
16
19
22
24
27
30
32
35
38
3284
2981
2981
12
8
8
8
184
360
180
2
2
2
2
2
2
2
2
2
2
2
2
165
#8
#5
#6
#6
#4
#4
#4
#6
#6
#6
#6
#6
#6
#6
#6
#6
#6
#6
#6
#6
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
15'-2"
15'-2"
1'-11"
1'-5"
23'-10"
7'-8"
9'-4"
2'-8"
3'-7"
4'-6"
5'-5"
6'-3"
7'-2"
8'-1"
9'-0"
9'-11"
10'-9"
11'-8"
12'-7"
13'-3"
486
127
23
17
2929
1844
1122
8
11
14
16
19
22
24
27
30
32
35
38
3284
BARS
3-#8S1
(TOP OF FLOOR SLAB)
3-#8S1 BARS @ 5" CTS.
1
'
-
6
"
1
'
-
0
"9•"C1-3
61°-00'-00" SKEW
CONCRETE BOX CULVERT
SINGLE 12'-0" X 8'-0"
SHEET 3 OF 5
(SILLS AND BAFFLES NOT SHOWN FOR CLARITY)
DRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :JTG 9-18
7-18
6-18
JAD
CL NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
ONSLOW
22+11.00 -L-
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
10
U-5878
m
e
l
v
i
n
le
10
/
5
/
2
0
2
1
R
:
\
S
t
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u
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e
s
\
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s
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a
t
i
o
n
\
F
i
n
a
ls
\
4
11_
0
0
5
_
U
5
8
7
8
_
S
M
U
_
C
U
_
0
0
3
_
6
6
0
0
0
0
.
d
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:
3
7

A
M
SS
RE
N
G NEE
I
029429
J MAS
O
N T G IC
.
N
O
RTHCA
R
OLIN
A
SEAL
S O
R
A
L
NO
IEF
P
R
O
DocuSign Envelope ID: DAA94719-AB77-4A8B-9254-5E26CB8AF354
10/12/2021
A
A
90'-0"
6
'
-
0
"
6
'
-
0
"
FLOW
PLAN VIEW - LOCATION OF SILLS AND BAFFLES
SECTION A-A
SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS.
THE COST OF THE ROOFING FELT IS INCIDENTAL AND
3 SPA. @ 3'-0"
1
'
-
0
"
1
'
-
6
"
#6D1 #6D2
12'-0"
8
'
-
0
"
6'-0"6'-0"
FINSIHED.
CONCRETE AFTER SLAB HAS BEEN FLOAT
DOWELS MAY BE PUSHED INTO GREEN
1'-0"
3
"
1
0
"
1
0
"
NATIVE MATERIAL (TYP.)
``D'' BAR (TYP.)
ON SHEET C1-1.
THE CULVERT BETWEEN SILLS/BAFFLES. SEE NOTE
NATIVE MATERIAL SHALL BE USED TO BACKFILL
FELT TO PREVENT BOND
2 LAYERS OF 30 LB. ROOFING
2
•
"
SECTION THROUGH SILL AND BAFFLE
#6 ``D'' BAR
C1-4
SHEET 4 OF 5
DETAILS
SILL AND BAFFLE
LOW BAFFLE
HIGH BAFFLE
HIGH BAFFLE
LOW BAFFLE
LOW BAFFLE
HIGH BAFFLE
HIGH SILL
LOW SILL
L IM
I T S
C H A N N E L
L O W F L O WLOW SILL
HIGH SILL
1'-
0"
1'-
0"
19'-6"
1'-0"1'-0"
24'-0"
1'-0"
24'-0"19'-6"
SILLS2'-4" @
1'-6" @ BAFFLES
SILLS2'-4" @
1'-6" @ BAFFLES
PREVENT BOND (TYP.)
ROOFING FELT TO
2 LAYERS OF 30 LB.
SEE PLAN VIEW FOR LOCATIONS.
ARE SIMILAR EXCEPT THAT THE LOW/HIGH SILLS/BAFFLES ALTERNATE.
SECTION AT BAFFLE SHOWN. SECTIONS AT OTHER SILLS AND BAFFLES
1'-
0"
1'-
0"
SILL/BAFFLE
HIGH
SILL/BAFFLE
LOW
DRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :JTG 9-18
7-18
6-18
JAD
CL NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
ONSLOW
22+11.00 -L-
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
10
U-5878
m
e
l
v
i
n
le
10
/
5
/
2
0
2
1
R
:
\
S
t
r
u
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t
u
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e
s
\
u
s
t
a
t
i
o
n
\
F
i
n
a
ls
\
4
11_
0
0
7
_
U
5
8
7
8
_
S
M
U
_
C
U
_
0
0
4
_
6
6
0
0
0
0
.
d
g
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:
3
9

A
M
SS
RE
N
G NEE
I
029429
J MAS
O
N T G IC
.
N
O
RTHCA
R
OLIN
A
SEAL
S O
R
A
L
NO
IEF
P
R
O
DocuSign Envelope ID: DAA94719-AB77-4A8B-9254-5E26CB8AF354
10/12/2021
3-#6S1
3-#6S1
H1
H2
H3
2-#4H5
H4
(TYP.)H10
(TYP.)
H9
H7
H6
N1
N2
N3N4N5N6 N10 N11 N12 N13 N14N9N7
N8
N15
V1V5V4V3V2
V6
V7
V8 V9 V10 V11 V12 V13 V14
V15
Z6
Z10
Z14
Z7
Z11 Z12
Z13
#5T1
#5T2TOP OF FOOTING
"Z" BARS @ 1'-0" CTS.
3"TOP OF FOOTING
"Z" BARS @ 1'-0" CTS.
3"
3"
''V'' BARS @ 1'-0" CTS.

6
-
#
4
H
1

2
-
#
4
H
2
2
-
#
4
H
3

1
2
-
#
4
H
4
4"
``N'' BARS @ 1'-0" CTS.

1
2
-
#
4
H
1
0
``V'' BARS @ 1'-0" CTS.
3"
``N'' BARS @ 1'-0" CTS.
4"
3-#4V4, 3-#4V5, 3-#4V6
2-#4V1, 2-#4V2, 3-#4V3,
3-#5N4, 3-#4N5, 3-#4N6
2-#5N1, 2-#5N2, 3-#5N3,
3-#4V11, 3-#4V12, 3-#4V13, 3-#4V14, 3-#4V15
2-#4V7, 3-#4V8, 3-#4V9, 3-#4V10,
2
-
#
4
H
8

2
-
#
4
H
9
6
-
#
4
H
6

2
-
#
4
H
7
3-#4Z11, 3-#4Z12, 3-#4Z13, 3-#4Z14,
2-#5Z6, 2-#5Z7, 3-#5Z8, 3-#5Z9, 3-#5Z10,
3-#5N12, 3-#4N13, 3-#4N14, 3-#4N15
2-#5N7, 3-#5N8, 3-#5N9, 3-#5N10, 3-#5N11,
H
K
.
6" RAD.
3
49•"Z
9
Z
8
Z
7
Z
6
Z
5
Z
4
Z
3
Z
2
Z
1
8"
N
1
N
2
N
3
N
4
N
5
N
6
N
7
N
8
N
9
N
1
0
Z
1
0
Z
1
1
Z
1
2
N
1
1
N
1
2
N
1
3
N
1
4
N
1
5
Z
1
3
Z
1
4
9‚
"
1
2'-
1
1ˆ
"
1
'
-
5
"
1
0
"
2
'
-
1
1
"
8"2'-1"
7'-7 …
"
15'-0"
2
1'-
6•
"
3'-
11"
8"
25'-0"
12'-8‚
"
8
"
10„"
1
'
-
5
"
1
0
"
2
'
-
1
1
"
8
"
MATERIAL
À 1" EXP. JT.
MATERIAL
À 1" EXP. JT.

JT.
CONST.
1
'
-
0
"
4
'
-
9
"
JT.
CONST.

1
'
-
6
"1
'
-
0
"
4
'
-
9
"
À 1" EXP. JT. MATERIALÀ 1" EXP. JT. MATERIAL
BILL OF MATERIAL - WINGS
BAR NO.SIZE TYPE LENGTH
FOR 4 WINGS
REINFORCING STEEL
BAR NO.SIZE TYPE LENGTH WEIGHTWEIGHT
T2
T1
S1
N15
N14
N13
N12
N11
N10
N9
N8
N7
N6
N5
N4
N3
N2
N1
H11
H10
H9
H8
H7
H6
H5
H4
H3
H2
H1
6
6
12
6
6
6
6
6
6
6
6
4
6
6
6
6
4
4
4
24
4
4
4
12
4
24
4
4
12
#5
#5
#6
#4
#4
#4
#5
#5
#5
#5
#5
#5
#4
#4
#5
#5
#5
#5
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
STR
STR
STR
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
STR
2
STR
STR
STR
STR
STR
1
STR
STR
STR
2,322
1'-3"
1
1'-3"
22'-3"2'-3"
1
'
-
1
1
‚
"
1'-1•"
1'-11‚"
1
'
-
1
•
"
CONST. JT.``Z'' BARS
FILL FACE
``N'' BARS
``V'' BARS
2
'
-
6
"
10"
2" CL.
2" CL.
4
"
3
"

C
L
.
8"
3
"

C
L
.
1
'
-
0
"
(TYP.)
``T'' BARS
FACE
STREAM
#4 ``H'' BARS
#
4

`
`
H
'
'

B
A
R
S
@

1
'
-
6
"

C
T
S
.
BAR TYPES
ALL BAR DIMENSIONS ARE OUT TO OUT.
3
"
3
"
SLAB & FOOTING
S1 IN BOTTOM OF FLOOR
SECTION
TYPICAL WING
1
'
-
6
"
N1
N6
N15
N7
4
'
-
9
•
"
5
'
-
4
•
"
5
'
-
1
0
•
"
6
'
-
4
•
"
6
'
-
1
1
•
"
7
'
-
5
•
"
7
'
-
1
1
•
"
8
'
-
6
•
"
8
'
-
1
1
•
"
4
'
-
1
0
•
"
5
'
-
8
•
"
6
'
-
7
•
"
7
'
-
6
•
"
8
'
-
4
•
"
8
'
-
9
•
"
6
"
6
"
6
"
6
"
7
"
7
"
7
"
7
"
7
"
6
"
6
"
7
"
7
"
7
"
2
'
-
7
"
2
'
-
1
1
"
3
'
-
4
"
3
'
-
8
"
4
'
-
1
"
4
'
-
5
"
4
'
-
1
0
"
5
'
-
2
"
5
'
-
5
"
2
'
-
7
"
3
'
-
2
"
3
'
-
9
"
4
'
-
4
"
4
'
-
1
1
"
2-#4H11
4
'
-
3
•
"
4
'
-
3
•
"
1'-6"
4'-7"
Z8
Z9
1'-6"
3-#4Z4, 3-#4Z5
3-#5Z1, 3-#5Z2, 3-#5Z3,
Z1
Z2Z3Z4
Z5
2'-
9"
31.6 CY
1.4 CY
3.9 CY
TOTAL
SILLS/BAFFLES
2 END CURTAIN WALLS
2 HEADWALLS
4 WINGS
CLASS A CONCRETE
39.1 CY
2.2 CY
Z14
Z13
Z12
Z11
Z10
Z9
Z8
Z7
Z6
Z5
Z4
Z3
Z2
Z1
V15
V14
V13
V12
V11
V10
V9
V8
V7
V6
V5
V4
V3
V2
V1
4
4
4
4
4
4
4
4
4
4
4
4
4
4
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
#4
#4
#4
#4
#5
#5
#5
#5
#5
#4
#4
#5
#5
#5
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
6
6
6
6
6
6
6
4
4
6
6
6
6
6
6
6
6
6
6
6
6
6
4
6
6
6
6
4
4
24'-6"
14'-6"
6'-0"
6'-3"
6'-10"
7'-4"
7'-10"
8'-5"
8'-11"
9'-5"
10'-0"
10'-5"
6'-4"
7'-2"
8'-1"
9'-0"
9'-10"
10'-3"
23'-5"
3'-6"
3'-10"
12'-4"
20'-10"
23'-1"
13'-8"
3'-6"
6'-9"
11'-10"
13'-1"
153
91
108
25
27
29
49
53
56
59
63
43
25
29
51
56
41
43
63
56
10
33
56
185
37
56
18
32
105
3'-1"
3'-5"
3'-10"
4'-2"
4'-8"
5'-0"
5'-5"
5'-9"
6'-0"
3'-1"
3'-8"
4'-4"
4'-11"
5'-6"
4'-3"
4'-9"
5'-4"
5'-10"
6'-4"
6'-11"
7'-5"
7'-11"
8'-5"
4'-3"
5'-2"
6'-0"
6'-11"
7'-10"
8'-3"
12
14
15
17
29
31
34
24
25
12
15
27
31
34
17
19
21
23
25
28
30
32
22
17
21
24
28
21
22
H8
C1-5
SHEET 5 OF 5
CONCRETE BOX CULVERT
WINGS FOR
61° SKEW
H=8'-0" SLOPE=3:1
PLAN W1
ELEVATION W1ELEVATION W2
PLAN W2
DRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :JTG 9-18
7-18
6-18
JAD
CL NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
ONSLOW
22+11.00 -L-
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
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029429
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DocuSign Envelope ID: DAA94719-AB77-4A8B-9254-5E26CB8AF354
10/12/2021
90°-00'-00"
TRIBUTARYNORTHEAST CREEK
ROADWAY SLOPES = 3:1
BED ELEV. @ STA. 24+54.50 -L- = 22.32
GRADE POINT ELEV. @ STA. 24+54.50 -L- = 35.07
BASIC HIGH WATER ELEVATION
BASIC DISCHARGE (Q100)
DRAINAGE AREA
DESIGN HIGH WATER ELEVATION
FREQUENCY OF DESIGN FLOOD
DESIGN DISCHARGE
=
=
=
=
=
=
=
=
=
CLASS A CONCRETE
TOTAL
REINFORCING STEEL
TOTAL
BARREL
LUMP SUM
TOTAL STRUCTURE QUANTITIES
WINGS, ETC.
WINGS, ETC.
35.0
>500
1675
CULVERT EXCAVATION @ STA. 24+54.50 -L-
36.3 CU.YDS.
PROFILE ALONG { CULVERT
ALONG CULVERT {
NATURAL GROUND
HYDRAULIC DATA
OVERTOPPING FLOOD DATA
NOTES:
LOCATION SKETCH
6"
6
"
6
"
6"6"
2
"
2
"
11'-0"11'-0"
RIGHT ANGLE SECTION OF BARREL
A200 BARS
3
"

C
L
.
A300 BARS
A100 BARS
(B.B.) @ 4'-0" CTS.
B3 BARS
C
1

B
A
R
S

@

2
'
-
0
"

C
T
S
.
2" CL.
2" CL.
C
L
.
C
L
.
2" HIGH BEAM BOLSTERS
* ALL CONTINUOUS
HIGH CHAIR UPPER
( C.H.C.U. ) @ 3'-0"
E
A
C
H

F
A
C
E
-
S
T
A
G
G
E
R
E
D
PERMITTED
CONST. JT.
CONST. JT.
PERMITTED
12"
C1 BARS @ 12" CTS.
C1 BARS @ 12" CTS.
C
1

B
A
R
S

@

1
2
"

C
T
S
.
3" ~ WEEP HOLES
24'-0"
8"8"
2
"
6"
7
'
-
0
"
A400 BARS
C
L
.
C
O
N
S
T
.

J
T
.
A2 BARS
B2 BARS
A1 BARS
B1 BARS
2" CL.
2" CL.
4" TYP.
CTS.
4
"
1
0
•
"
8"
8
'
-
9
•
"
TRIBUTARYNORTHEAST CREEK
-L-
T
O

S
R

1
4
0
6
T
O

F
A
I
R
W
A
Y

R
O
A
D
80'-0"
39'-0"41'-0"
*
*
(TYP.)
AND PAY ITEM)
(ROADWAY DETAIL
CLASS I RIP RAP
{ DOUBLE 11'-0" X 7'-0" RCBC
STA. 24+54.50 -L-
YRS.
CFS
CFS
SQ. MI.
YRS.
CFS
OVERTOPPING FLOOD ELEVATION
FREQUENCY OF OVERTOPPING FLOOD
OVERTOPPING DISCHARGE
FOUNDATION CONDITIONING MATERIAL, BOX CULVERT:158 TONS
BARREL @ 2.119 CU.YDS./FT.169.5 CU.YDS.
33,406 LBS.
1.712 LBS.
35,118 LBS.
205.8 CU.YDS.
SPECIAL PROVISIONS.
SEE UTILITY PLANS AND
FOR UTILITY INFORMATION,
1
1
"
4‚" HIGH C.H.C.U.
MINIMUM SPLICE FOR ``C'' BARS IS 1'-10".
THERE ARE 85 ``C'' BARS IN SECTION OF BARREL.
FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
"CULVERT EXCAVATION" @ STA. 24+54.50 -L-".
EQUIPMENT, AND LABOR NECESSARY SHALL BE INCLUDED IN LUMP SUM PRICE BID FOR
NATIVE MATERIAL IN THE BARRELS, PLACING RIP RAP IN THE BARRELS, AND ALL TOOLS,
OF NATIVE MATERIAL IN THE BARRELS, WHICH INCLUDES BUT IS NOT LIMITED TO PLACING
BY THE ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS. PAYMENT FOR PLACEMENT
A FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE MATERIAL IS SUBJECT TO APPROVAL
BARRELS, NATIVE MATERIAL SHOULD BE PLACED ON TOP TO FILL VOIDS AND PROVIDE
THE HIGH FLOW CULVERT BARREL. IF RIP RAP IS USED TO LINE THE HIGH FLOW CULVERT
CULVERT BARREL. RIP RAP MAY BE USED TO SUPPLEMENT THE NATIVE MATERIAL IN
THAT IS EXCAVATED FROM THE STREAM BED MAY BE USED TO LINE THE LOW FLOW
OR FLOODPLAIN AT THE PROJECT SITE DURING CULVERT CONSTRUCTION. ONLY MATERIAL
NATIVE MATERIAL CONSISTS OF MATERIAL THAT IS EXCAVATED FROM THE STREAM BED
WING COVERING THE ENTIRE LENGTH OF THE EXPANSION JOINT.
A 3 FOOT STRIP OF FILTER FABRIC SHALL BE ATTACHED TO THE FILL FACE OF THE

FOR CULVERT DIVERSION DETAILS AND PAY ITEM, SEE EROSION CONTROL PLANS.
BE PAID FOR BY THE CONTRACTOR.
AT THE CONTRACTOR'S OPTION. EXTRA WEIGHT OF STEEL DUE TO THE SPLICES SHALL
STEEL IN THE BOTTOM SLAB MAY BE SPLICED AT THE PERMITTED CONSTRUCTION JOINT
26.6
270
0.225
26.4
25
230
4ƒ" HIGH C.H.C.U.
FAIRWAY RD. AND SR 1406
ON COMMERCE ROAD BETWEEN
CONCRETE BOX CULVERT
DOUBLE 11'-0" X 7'-0"
24+54.50 -L-
C2-1
SHEET 1 OF 5
2
3
.
8
|
2
3
.
6
|
2
3
.
5
|
2
3
.
7
|
2
3
.
7
|
2
3
.
6
|
2
3
.
5
|
2
3
.
2
|
2
2
.
8
|
2
2
.
9
|
10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"
-L-
CULVERT
PROPOSED
BENCHMARK BM#1: RR SPIKE SET IN 18" HARDWOOD, STA. 22+11 -L-, 269' RT., N=380058 E=2486490, EL. 36.86
ARE THE AS-BUILT PLANS
I HEREBY CERTIFY THESE PLANS
SPLICES SHALL BE PAID FOR BY THE CONTRACTOR.
LENGTH SHALL BE 1'-10" FOR THE #4 BARS. EXTRA WEIGHT OF STEEL DUE TO
INTERIOR WALL ABOVE LOWER WALL CONSTRUCTION JOINT. THE SPLICE
STEEL IN THE INTERIOR FACE OF THE EXTERIOR WALL AND BOTH FACES OF
AT THE CONTRACTOR'S OPTION, HE MAY SPLICE THE VERTICAL REINFORCING
SUBJECT TO APPROVAL OF THE ENGINEER.
TO LIMIT POURS TO A MAXIMUM OF 70 FT. LOCATION OF JOINTS SHALL BE
TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED IN THE BARREL, SPACED
EMBEDDED IN BARREL ARE SHOWN ON THE WING SHEET.
DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL
OF THE FILL.
STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF THE CULVERT BEFORE
BY THE SILLS, BAFFLES, ROOF SLAB AND HEADWALLS.
2. THE REMAINING PORTIONS OF THE WALLS AND WINGS FULL HEIGHT FOLLOWED
1. WING FOOTINGS AND FLOOR SLAB INCLUDING 4" OF ALL VERTICAL WALLS.
CONCRETE IN CULVERT TO BE POURED IN THE FOLLOWING ORDER:
3" ~ WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONS.
FOR OTHER DESIGN DATA AND NOTES SEE STANDARD NOTE SHEET.
DESIGN FILL-----------6.47' MAX. AND 5.26' MIN.
ASSUMED LIVE LOAD-----------HL-93 OR ALTERNATE LOADING.
DRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :JTG 9-18
7-18
6-18
JAD
CL NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
ONSLOW
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
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1_
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5
8
7
8
_
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1_
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6
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029429
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DocuSign Envelope ID: DAA94719-AB77-4A8B-9254-5E26CB8AF354
10/12/2021
HL-93 (INVENTORY)
HL-93 (OPERATING)
HS-20 (INVENTORY)
HS-20 (OPERATING)
RATING
LOAD
DESIGN
SNSH
N/A
N/A
36.000
36.000
13.500
1.75
1.35
1.75
1.35
L
L
20.000
22.000
34.925
35.550
39.950
42.000
42.000
42.000
41.600
45.000
43.000
33.000
45.000
#
g
#CONTROLLING LOAD RATING
--
--
27.250
33.075
SNGARBS2
SNAGRIS2
SNCOTTS3
SNAGGRS4
TNAGRIT3
TNAGRIT4
(
T
T
S
T
)
T
R
U
C
K

T
R
A
C
T
O
R

S
E
M
I
-
T
R
A
I
L
E
RRATING
LOAD
LEGAL
SNS5A
SNS6A
SNS7B
TNT4A
TNT6A
TNT7A
TNT7B
TNAGT5A
TNAGT5B
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
--
--
L
E
V
E
L
V
E
H
I
C
L
E
(
T
O
N
S
)
W
E
I
G
H
T

(
W
)
L
O
A
D

R
A
T
I
N
G
C
O
N
T
R
O
L
L
I
N
G
(
R
F
)
R
A
T
I
N
G

F
A
C
T
O
R
S
M
I
N
I
M
U
M
T
O
N
S

=

W

x

R
F
STRENGTH I LIMIT STATE
SHEARMOMENT
R
A
T
I
N
G

F
A
C
T
O
R
R
A
T
I
N
G

F
A
C
T
O
R
C
O
M
M
E
N
T

N
U
M
B
E
R
(

)
F
A
C
T
O
R
S
L
I
V
E
-
L
O
A
D
NOTE:
COMMENTS:
4.

3.

2.

1.
1
2
3
* * SEE CHART FOR VEHICLE TYPE
LEGAL LOAD RATING * *
LOAD FACTORS:
1
2
DESIGN LOAD RATING (HL-93)
DESIGN LOAD RATING (HS-20)
(
S
V
)
S
I
N
G
L
E

V
E
H
I
C
L
E
RATING FACTORS ARE BASED ON THE STRENGTH I LIMIT STATE.
B
O
X

N
O
.
B
O
X

N
O
.
SUMMARY FOR REINFORCED CONCRETE BOX CULVERTS
LOAD AND RESISTANCE FACTOR RATING (LRFR)
T
Y
P
E
E
L
E
M
E
N
T
T
Y
P
E
E
L
E
M
E
N
T
E
L
E
M
E
N
T

(
f
t
)
L
E
F
T

E
N
D

O
F
D
I
S
T
A
N
C
E

F
R
O
M
E
L
E
M
E
N
T

(
f
t
)
L
E
F
T

E
N
D

O
F
D
I
S
T
A
N
C
E

F
R
O
M
3
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
1 & 2
LOAD TYPE FACTOR
MAX
DESIGN LOAD RATING FACTORS
FACTOR
MIN
DC
EV
EH
ES
LS
WA
DW
1.25
1.50
1.30
1.35
1.35
1.75
1.00
0.90
0.65
0.90
0.90
0.90
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
11.04'
LRFR SUMMARY
BOX 1 BOX 2
(LOOKING DOWNSTREAM)
11'-0" (TYP.)
7
'
-
0
"
1
2
3
1.41
1.68
1.50
1.43
1.51
1.54
1.50
1.90
1.46
1.42
1.61
1.41
1.26
2.11
1.97
2.11
1.50
1.16
1.30
1.01
63.450
75.600
64.500
60.060
63.420
64.064
49.613
62.700
61.320
56.729
57.236
49.244
34.335
46.420
39.400
28.485
54.000
41.760
1.50
1.68
1.50
1.43
1.51
1.54
1.50
2.11
1.46
1.42
1.61
1.41
1.26
2.11
1.97
2.11
1.50
1.16
1.30
1.01
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
TOP SLAB
1.41
1.70
1.65
1.76
1.65
1.71
1.97
1.90
1.61
1.66
1.81
1.65
1.83
2.54
2.76
3.06
1.80
1.39
1.80
1.39
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
TOP SLAB
BOTTOM SLAB
BOTTOM SLAB
TOP SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
BOTTOM SLAB
SHEET 2 OF 5
C2-2
BOX CULVERTS
REINFORCED CONCRETE
LRFR SUMMARY FOR
(NON-INTERSTATE TRAFFIC)
24+54.50 -L-
DRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :JTG 9-18
7-18
6-18
JAD
CL NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
ONSLOW
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
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3
_
U
5
8
7
8
_
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C
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0
2
_
6
6
0
0
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029429
J MAS
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DocuSign Envelope ID: DAA94719-AB77-4A8B-9254-5E26CB8AF354
10/12/2021
6" BEVEL
END ELEVATION
UPSTREAM END ONLY
2
'
-
6
"
1
'
-
6
"
1
'
-
0
"
VERTICAL LEG
6" R.
1
A1
A2
BAR TYPES
MARK NO.SIZE TYPE LENGTH WEIGHT
TOTAL BARREL REINFORCING STEEL =
FOR BARREL
BILL OF REINFORCING
ALL BAR DIMENSIONS ARE OUT TO OUT.
9
"
3
"
CONST. JT.
3
"
6
"
6
"
ROADWAY WIDTH
S
H
O
W
N

I
N
T
Y
P
I
C
A
L

S
E
C
T
I
O
N
O
F

B
A
R
R
E
L

S
T
A
G
G
E
R
E
D
E
A
C
H

F
A
C
E
6
"
6
"
FACE STAGGERED
CULVERT SECTION NORMAL TO ROADWAY
EXTERIOR WALL INTERIOR WALL
6"
6
"
3"3"
{ CULVERT
8"
EXTERIOR WALL (SEE BARREL SECTION)EXTERIOR WALL (SEE BARREL SECTION)
SYMM. ABOUT { CULVERT
6
"
160-#6A300 BARS @ 6" CTS. - TOP OF ROOF SLAB 160-#6A400 BARS @ 6" CTS. - BOTTOM OF FLOOR SLAB
PART PLAN-ROOF SLAB PART PLAN-FLOOR SLAB
6
"
FACE STAGGERED IN
INTERIOR WALL
#4B2 BARS - FILL FACE
{ -L-
#4B1 BARS - STREAM FACE
80-#4B3 @ 12" CTS. EACH
80-#4B1 BARS @ 12" CTS. STREAM FACE
160-#5A100 BARS @ 6" CTS. - BOTTOM OF ROOF SLAB 160-#4A200 BARS @ 6" CTS. - TOP OF FLOOR SLAB
160-#6A1 @ 6" CTS. CORNER BARS EACH 160-#6A2 @ 6" CTS. CORNER BARS EACH
160-#4B2 BARS @ 6" CTS. FILL FACE
#
4
C
1

B
A
R
S
{ -L-
(
I
N
S
I
D
E

F
A
C
E
S

E
X
T
E
R
I
O
R

W
A
L
L
S
)
STA. 24+54.50 -L-
LENGTH OF CULVERT= 80'-0"
39'-0"41'-0"
ELEV. 22.32
GRADE = 0.97%
33,406 LBS.
1
0
•
"
1
1
"
2
2
'
-
8
"
2
'
-
3
•
"
3'-2"
3'-2"
3
'
-
8
•
"
3
'
-
8
•
"
12"
12"
24'-0"
3
'
-
3
"
22'-8"
11'-0"11'-0"
7
'
-
0
"9•"9•"9•"8
'
-
0
•
"
4
'
-
9
•
"
1
0
"
1
'
-
1
0
•
"ROADWAY FILL SLOPE 3:1
1'-3"
1
0
"
FOR 3:1 FILL
WING SLOPE
ROADWAY FILL SLOPE 3:1
#4B3 BARS EACH
CONST. JT.
3" ~ WEEP HOLES @ 10'-0" | CTS.
#
4
C
1

B
A
R
S
FOR 3:1 FILL
WING SLOPE
4-#5G1 @ 3" CTS.
#
4
C
1

B
A
R
S
#
4
C
1

B
A
R
S

@

1
2
"

C
T
S
.
4-#5G1 @ 3" CTS.
D3
D2
D1
G1
C1
B3
B2
B1
A400
A300
A200
A100
A2
A1
#6
#6
#6
#5
#4
#4
#4
#4
#6
#6
#4
#5
#6
#6
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
1
1
58
23
17
197
4,741
891
1,425
891
5,668
5,668
2,521
3,936
3,685
3,685
16
8
8
8
255
160
320
160
160
160
160
160
320
320
7"21'-6"7"
90°-00'-00"
@

2
'
-
0
"

C
T
S
.

ELEV. 21.93
INVERT
ELEV. 22.71
INVERT
48'-0"
(
3

B
A
R

R
U
N
)
O
N

S
H
E
E
T

C
2
-
1
)
(
S
E
E

B
A
R
R
E
L

S
E
C
T
I
O
N
E
A
C
H

B
A
R
R
E
L
B
O
T
T
O
M

O
F

R
O
O
F

S
L
A
B
(
3

B
A
R

R
U
N
)
O
N

S
H
E
E
T

C
2
-
1
)
(
S
E
E

B
A
R
R
E
L

S
E
C
T
I
O
N
T
O
P

O
F

R
O
O
F

S
L
A
B

(
3

B
A
R

R
U
N
)
O
N

S
H
E
E
T

C
2
-
1
)
(
S
E
E

B
A
R
R
E
L

S
E
C
T
I
O
N
2'-5"
1'-11"
1'-5"
23'-7"
27'-10"
8'-4"
6'-8"
8'-4"
23'-7"
23'-7"
23'-7"
23'-7"
7'-8"
7'-8"
(TYP. EA. EXTERIOR WALL)
(TYP. EA. EXTERIOR WALL)
#
4
C
1

B
A
R
S
@

1
'
-
0
"

C
T
S
.

A
S
24+54.50 -L-
SHEET 3 OF 5
C2-3
90°-00'-00" SKEW
CONCRETE BOX CULVERT
DOUBLE 11'-0" X 7'-0"
(SILLS AND BAFFLES NOT SHOWN FOR CLARITY)
DRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :JTG 9-18
7-18
6-18
JAD
CL NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
ONSLOW
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
10
U-5878
m
e
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i
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le
10
/
7
/
2
0
2
1
R
:
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S
t
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u
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e
s
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a
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i
o
n
\
F
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a
ls
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12
_
0
0
5
_
U
5
8
7
8
_
S
M
U
_
C
U
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0
0
3
_
6
6
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0
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P
M
SS
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N
G NEE
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029429
J MAS
O
N T G IC
.
N
O
RTHCA
R
OLIN
A
SEAL
S O
R
A
L
NO
IEF
P
R
O
DocuSign Envelope ID: DAA94719-AB77-4A8B-9254-5E26CB8AF354
10/12/2021
SECTION A-A
SHALL BE INCLUDED IN THE VARIOUS PAY ITEMS.
THE COST OF THE ROOFING FELT IS INCIDENTAL AND
FINSIHED.
CONCRETE AFTER SLAB HAS BEEN FLOAT
DOWELS MAY BE PUSHED INTO GREEN
PLAN VIEW - LOCATION OF SILLS AND BAFFLES
1'-0"
1'-0"24'-8"1'-0"
2
4
'
-
0
"
80'-0"
FLOW
HIGH SILL
A
A
1'-0"
3
"
(
T
Y
P
.
)
3 SPA. @ 3'-0"
11'-0"
7
'
-
0
"
5'-6"
2
'
-
0
"
1
'
-
0
"
1
'
-
6
"
1'-0"1'-0"3 SPA. @ 3'-0"1'-0"1'-0"
4-#6D3 BARS
1'-0"1'-0"
#6D1 #6D2
5'-6"
HIGH SILL
ALL SILLS AND BAFFLES)
FELT TO PREVENT BOND (TYP.
2 LAYERS OF 30 LB. ROOFING
FELT TO PREVENT BOND
2 LAYERS OF 30 LB. ROOFING
SECTION THROUGH SILL AND BAFFLE
11'-0"
SEE NOTE ON SHEET C2-1.
THE CULVERT BETWEEN SILLS/BAFFLES.
NATIVE MATERIAL SHALL BE USED TO BACKFILL
NATIVE MATERIAL (TYP.)
D
3

B
A
R
S
B
A
R
R
E
L
)
(
T
Y
P
.

T
H
I
S

B
A
R
R
E
L
)
(
T
Y
P
.

T
H
I
S

D
2

B
A
R
S
D
1

A
N
D

3
"
24+54.50 -L-
#6 ``D'' BAR
SHEET 4 OF 5
DETAILS
SILL AND BAFFLE
C2-4
ALTERNATE. SEE PLAN VIEW FOR LOCATIONS.
BAFFLES ARE SIMILAR EXCEPT THAT THE LOW SILL AND BAFFLE
SECTION AT INLET END SHOWN. SECTIONS AT OTHER SILLS AND
HIGH SILL/BAFFLE
LOW SILL/BAFFLE
HIGH SILL
LOW SILL
1'-0"
24'-8"24'-8"
L
I
MI
T
S
C
HA
N
N
E
L
L
O
W
F
L
O
W
HIGH SILL
LOW SILL
HIGH SILL
HIGH SILLHIGH SILL
HIGH BAFFLE
LOW BAFFLE
LOW BAFFLE
HIGH BAFFLE
DRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :JTG 9-18
7-18
6-18
JAD
CL NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
ONSLOW
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
10
U-5878
m
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/
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2
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t
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e
s
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s
t
a
t
i
o
n
\
F
i
n
a
ls
\
4
12
_
0
0
7
_
U
5
8
7
8
_
S
M
U
_
C
U
_
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0
4
_
6
6
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A
M
SS
RE
N
G NEE
I
029429
J MAS
O
N T G IC
.
N
O
RTHCA
R
OLIN
A
SEAL
S O
R
A
L
NO
IEF
P
R
O
DocuSign Envelope ID: DAA94719-AB77-4A8B-9254-5E26CB8AF354
10/12/2021
BAR TYPES
ALL BAR DIMENSIONS ARE OUT TO OUT.
HK.9•"6" RAD.
2'-0"
1'-8ƒ"
1
'
-
0
"
1'-3"
1
2
3
6"
Z8
2'-7"
6"
Z7
2'-10"
6"
Z6
3'-2"
6"
Z5
3'-5"
6"
Z4
3'-9"
N
1
N
2
N
3
N
4
N
5
N
6
8"
8"
2
'
-
6
"1
'
-
0
"
4
"
3
"

C
L
.
3
"

C
L
.
#
4

`
`
H
'
'

B
A
R
S

@

1
'
-
6
"

C
T
S
.
(TYP.)
T1
``Z'' BARS
CONST. JT.
FILL FACE
``N'' BARS
``V'' BARS
FACE
STREAM
(
E
A
.

F
A
C
E
)
Z9
Z8
Z7
Z6
Z5
Z4
Z3
Z2
Z1
V9
V8
V7
V6
V5
V4
V3
V2
V1
T1
S1
N9
N8
N7
N6
N5
N4
N3
N2
N1
H6
H5
H4
H3
H2
H1
BAR NO.SIZE TYPE LENGTH WEIGHT

8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
12
12
8
8
8
8
8
8
8
8
8
8
48
8
8
8
16
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#4
#5
#6
#4
#4
#4
#4
#4
#5
#5
#5
#5
#4
#4
#4
#4
#4
#4
3
3
3
3
3
3
3
3
3
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
STR
2
2
2
2
2
2
2
2
2
STR
1
STR
STR
STR
STR
CY24.6
LBS
CY
CY
CY
N
7
N
8
N
9
Z3
4'-0"6"
Z2
4'-3"6"
Z1
4'-7"6"
Z9
4'-10"6"
AND FOOTING
BOTTOM OF FLOOR SLAB
3-#6 S1
MATERIAL
À 1" EXP. JT.
N9
Z9 N1
#5 T1
Z8 Z7
Z6 Z5 Z4 Z3
Z2 Z1
``Z'' BARS @ 1'-0" CTS.-TOP OF FOOTING
3"
15'-1‡"
8'-
9"
2
'
-
1
1
"1
'
-
5
"
1
0
"
8
"
1'-6"
2'-0"
8"
4'-
1"
2-#4 Z4 2-#4 Z3 2-#4 Z2 2-#4 Z1
2-#4 Z9 2-#4 Z8 2-#4 Z7 2-#4 Z6 2-#4 Z5
PLAN
ELEVATION
TYPICAL WING SECTION
10"
2" CL.
2" CL.
7"
3"
4
'
-
9
•
"
1
'
-
6
"
1
'
-
0
"
3
'
-
3
"
4"
H1
H2
H3
H4
(TYP.)
H5
V9
V8 V7 V6 V5 V4 V3
V2
V1
MATERIAL
À 1" EXP. JT.
``V'' BARS @ 1'-0" CTS.
2-#4 V5 2-#4 V4 2-#4 V3 2-#4 V2 2-#4 V1
2-#4 V9 2-#4 V8 2-#4 V7 2-#4 V6
2
-
#
4

H
4

1
2
-
#
4

H
5
4
-
#
4

H
1

2
-
#
4

H
2

2
-
#
4

H
3
N1N2N3N5N7N8N9N4N6
2-#4 H6
``N'' BARS @ 1'-0" CTS.
2-#4 N5 2-#5 N4 2-#5 N3 2-#5 N2 2-#5 N1
2-#4 N9 2-#4 N8 2-#4 N7 2-#4 N6
3
'
-
4
•
"
3
'
-
1
0
•
"
4
'
-
5
•
"
5
'
-
0
•
"
5
'
-
7
•
"
6
'
-
1
•
"
6
'
-
8
•
"
7
'
-
3
•
"
7
'
-
9
•
"
BILL OF MATERIAL-WINGS
3'-1"
3'-4"
3'-8"
3'-11"
4'-3"
4'-6"
4'-9"
5'-1"
5'-4"
2'-9"
3'-4"
3'-11"
4'-5"
5'-0"
5'-7"
6'-1"
6'-8"
7'-3"
17'-5"
6'-0"
4'-10"
5'-4"
5'-11"
6'-6"
7'-1"
7'-7"
8'-2"
8'-9"
9'-3"
16'-2"
3'-3"
3'-6"
8'-10"
14'-3"
15'-7"
2.2
4.2
5.3
TOTAL
SILLS/BAFFLES
2 END CURTAIN WALLS
2 HEADWALLS
4 WINGS
CLASS A CONCRETE
36.3 CY
FOR 4 WINGS
TOTAL REINFORCING STEEL
16
18
20
21
23
24
25
27
29
15
18
21
24
27
30
33
36
39
218
108
26
29
32
35
38
63
68
73
77
86
104
19
47
76
167
3
"
1,712
17'-6"
C2-5
SHEET 5 OF 5
CONCRETE BOX CULVERT
WINGS FOR
90° SKEW
H=7'-0" SLOPE=3:1
24+54.50 -L-
DRAWN BY :
CHECKED BY :
DATE :
DATE :
DATE :DESIGN ENGINEER OF RECORD :JTG 9-18
7-18
6-18
JAD
CL NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
ONSLOW
22+11.00 -L-
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SIGNATURES COMPLETED
FINAL UNLESS ALL
DOCUMENT NOT CONSIDERED
10
U-5878
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5
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7
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A
M
SS
RE
N
G NEE
I
029429
J MAS
O
N T G IC
.
N
O
RTHCA
R
OLIN
A
SEAL
S O
R
A
L
NO
IEF
P
R
O
DocuSign Envelope ID: DAA94719-AB77-4A8B-9254-5E26CB8AF354
10/12/2021
STRUCTURAL STEEL:
ETC. IN CASTING SUPERSTRUCTURES:
ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT,
REINFORCING STEEL:
HANDRAILS AND POSTS:
SPECIAL NOTES:
STRESS IN EXTREME FIBER OF
IMPACT ALLOWANCE
LIVE LOAD
27,000 LBS. PER SQ. IN.
20,000 LBS. PER SQ. IN.
DESIGN DATA:
SPECIFICATIONS
JANUARY, 1990
DOWELS:
MATERIAL AND WORKMANSHIP:
CONCRETE:
EQUIVALENT FLUID PRESSURE OF EARTH - - - - -
OF TIMBER
COMPRESSION PERPENDICULAR TO GRAIN
CONCRETE IN COMPRESSION
CONCRETE IN SHEAR SEE A.A.S.H.T.O.
CONCRETE CHAMFERS:
24,000 LBS. PER SQ. IN.
27,000 LBS. PER SQ. IN.
STRUCTURAL STEEL - AASHTO M270 GRADE 36
- AASHTO M270 GRADE 50W
- AASHTO M270 GRADE 50
REV. 6-16-95 EEM ( ) RGW
ENGLISH
REV. 8-16-99 RWW ( ) LES
REV. 5-7-03 RWW ( ) JTE
REV. 5-1-06 TLA ( ) GM
10/5/2021
melvinle
R:\Structures\ustation\Finals\413_U5878_SMU_SN.dgn STD. NO. SNREV. 10-1-11 MAA ( ) GM
SEE A.A.S.H.T.O.

SEE PLANS

A.A.S.H.T.O. (CURRENT)
BE HOT ROLLED.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
N. C. DEPARTMENT OF TRANSPORTATION.
THE 2018 ``STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT:
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A ‚" RADIUS
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
SHALL BE ROUNDED WITH A ‚" FINISHING TOOL UNLESS OTHERWISE REQUIRED
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1•" RADIUS WHICH IS BUILT
STRUCTURES SHALL BE CHAMFERED ƒ" WITH THE FOLLOWING EXCEPTIONS:
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON
PLACE WITH 1:2 CEMENT MORTAR.
BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL
FALSEWORK OR FORMS IS STARTED.
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES
AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK,
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN
ACTUAL BEAM CAMBER.
TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND
BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH
BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE
UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED
FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED
ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE.
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS.
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
TO OUT AS INDICATED ON PLANS.
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
OR METALLIZING.
EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY ˆINCH OR
SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
ELECTROSLAG WELDING WILL NOT BE PERMITTED.
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS " BRIDGE WELDING CODE".
EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM
DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS
EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST Š" IN THICKNESS AND
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-O".
STUDS FOR 4 - ƒ" ~ STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
ALONG THE BEAM AS SHOWN FOR ƒ" ~ STUDS BASED ON THE RATIO OF 3 - ‡" ~
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF ‡" ~ STUDS
THE RATE OF 3 - ‡" ~ STUDS FOR 4 - ƒ" ~ STUDS, AND STUD SPACING CHANGES
ƒ" ~ STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE ‡" ~ SHEAR STUDS FOR THE
NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.
BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL
REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
SPECIFICATIONS ARTICLE 105-4.
OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL
REV. 12-17 MAA ( ) THC
1,200 LBS. PER SQ. IN.
1,800 LBS. PER SQ. IN.
375 LBS. PER SQ. IN.
30 LBS. PER CU. FT.
(MINIMUM)
STANDARD NOTES
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- - - - - - - - - - - - - - - -
- - - - -
- - - EXTREME FIBER STRESS
STRUCTURAL TIMBER - TREATED OR UNTREATED
REINFORCING STEEL IN TENSION - GRADE 60
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