HomeMy WebLinkAbout20140664 Ver 1_Application_20140630(Version 1.2; Released September 2011)
B-5113 County(ies):Wake Page 1 of 1
Project Type:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Design/Future:Existing:
Supplemental:
Primary:
Wake Forest Reservoir
Neuse
27-23-(1.5)NCDWQ Stream Index No.:
Project/TIP No.:
NCDOT Contact:
Project No.:B-5113
Contractor / Designer:
bkyadav@ncdot.gov
General Project Information
Address:
5/1/2014
1020 Birch Ridge Dr
Raleigh, NC 27610 Raleigh, NC 27610
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Binod Yadav
Bridge Replacement
ac.
General Project Narrative:The project consists of replacing Bridge# 157 on SR 1942 (Oak Grove Church Road) over Smith Creek. The approach work will consist of raising the existing roadway grade
and providing grass shoulders and guardrails. Bridge #157 existing 1@35' span with timber deck on steel floor beams (35' total length) will be replaced with a single span @
50', 21" cored slab, vertical abutment bridge with 2'-6" cap.
Best Mgmt. Practices:
-Drainage systems outlet to rip rap pads. Eliminate direct discharge from existing condition. System in NW quad outlets to proposed ditch.
-Toe protection with CL B rip rap in proposed ditch.
-Special cut ditch B with CL B rip rap at NW.
-Grass shoulders maintained.
Typical Cross Section Description:
References
1662
0.48
Average Daily Traffic (veh/hr/day):
ac.
Other Stream Classification:
Binod Yadav
City/Town:
1020 Birch Ridge Dr Address:
Youngsville
919-707-6758
Wake
No
NCDWQ Surface Water Classification for Primary Receiving Water
303(d) Impairments:
River Basin(s):
Primary Receiving Water:
WS-II, HQW, NSW, CA
Buffer Rules in Effect
Project Description
Surrounding Land Use: Woods0.144 Miles
5970
0.33Project Built-Upon Area (ac.)
Proposed Project Existing Site
Project Length (lin. Miles or feet):
W
E
T
L
A
N
D
A
N
D
S
U
R
F
A
C
E
W
A
T
E
R
I
M
P
A
C
T
S
P
E
R
M
I
T
S
H
E
E
T
_
_
O
F
_
_
P
E
R
M
I
T
D
R
A
W
I
N
G
R:\Hydraulics\PERMITS_Environmental\Drawings\W etland Permit\B-5113_Hyd_prm _wet_TSH.dgnsmquadri6/3/2014
1
6
DHVDTV ======%%MPH ADTADT% *
D
O
N
O
T
U
S
E
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y
P
L
A
N
S
FUNC CLASS =
NSRS 2007
NAD 83/
J
A
N
U
A
R
Y
2
0
,
2
0
1
5
L
E
E
A
N
N
M
O
O
R
E
T
O
N
Y
H
O
U
S
E
R
,
P
.
E
.
W
A
K
E
C
O
U
N
T
Y
O
V
E
R
S
M
I
T
H
C
R
E
E
K
G
R
A
D
I
N
G
,
D
R
A
I
N
A
G
E
,
P
A
V
I
N
G
,
A
N
D
S
T
R
U
C
T
U
R
E
1,6625,9701075 20132033DUAL 2* TTST 1 TOT
A
L
L
E
N
G
T
H
T
I
P
P
R
O
J
E
C
T
B
-
5
1
1
3
LEN
G
T
H
S
T
R
U
C
T
U
R
E
T
I
P
P
R
O
J
E
C
T
B
-
5
1
1
3
3 502550100LOCAL
=
0
.
1
4
4
M
I
L
E
S
=
0
.
0
1
0
M
I
L
E
S
=
0
.
1
3
4
M
I
L
E
S
VICINITY MAP SHOWING LOCATION OF PROJECT B
-
5
1
1
3
OFFSITE DETOUR
NSRS 2007
NAD 83/
1943 1.20.59Rd.
4
B
E
G
I
N
B
R
I
D
G
E
E
N
D
B
R
I
D
G
E
-
L
-
-
L
-
P
O
T
S
T
A
.
1
5
+
9
2
.
1
3
5025501001051020 PROJ.BEGINPROJ.END40SUB REGIONAL TIER A 1A1BUS98BUS98989898000PROFILE (HORIZONTAL)
P
.
E
.
B
R
Z
-
1
9
4
2
(
1
)
P
R
O
J
E
C
T
L
E
N
G
T
H
R
I
G
H
T
O
F
W
A
Y
D
A
T
E
:
L
E
T
T
I
N
G
D
A
T
E
:
S
T
A
T
E
S
T
A
T
E
P
R
O
J
E
C
T
R
E
F
E
R
E
N
C
E
N
O
.
S
T
A
T
E
P
R
O
J
.
N
O
.
F.
A
.
P
R
O
J
.
N
O
.
DE
S
C
R
I
P
T
I
O
N
N
O
.
T
O
T
A
L
S
H
E
E
T
S
N
.
C
.
S
H
E
E
T
1
DESIGN DATA
P
r
e
p
a
r
e
d
i
n
t
h
e
O
f
f
i
c
e
o
f
:
S
I
G
N
A
T
U
R
E
:
S
I
G
N
A
T
U
R
E
:
D
I
V
I
S
I
O
N
O
F
H
I
G
H
W
A
Y
S
2
0
1
2
S
T
A
N
D
A
R
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
P
R
O
J
E
C
T
E
N
G
I
N
E
E
R
P
R
O
J
E
C
T
D
E
S
I
G
N
E
N
G
I
N
E
E
R
GRAPHIC SCALESPLANSPROFILE (VERTICAL)
H
Y
D
R
A
U
L
I
C
S
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R
R
O
A
D
W
A
Y
D
E
S
I
G
N
L
O
C
A
T
I
O
N
:
T
Y
P
E
O
F
W
O
R
K
:
09/08/99
B
-
5
1
1
3
D
I
V
I
S
I
O
N
O
F
H
I
G
H
W
A
Y
S
S
T
A
T
E
O
F
N
O
R
T
H
C
A
R
O
L
I
N
A
000 See Sheet 1-A For Index of Sheets$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$
1
0
0
0
B
i
r
c
h
R
i
d
g
e
D
r
.
,
R
a
l
e
i
g
h
N
C
,
2
7
6
1
0
CON TRACT:TIP PROJECT:B-5113
ARTMEN
N
A
S
O
H
DEP
T
O
F
T
R
A
S
P
OR
T
T
IO N
T
ATE
O
F
N
R
T
C
AROLINA
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
L
I
M
I
T
S
E
S
T
A
B
L
I
S
H
E
D
B
Y
M
E
T
H
O
D
I
I
I
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES THERE IS NO CONTROL OF ACCESS ON THIS PROJECT FRANKLIN COUNTYWAKE COUNTY
See Sheet 1-B For Conventional Symbols
B
R
I
D
G
E
N
O
.
1
5
7
O
N
S
R
1
9
4
2
(
O
A
K
G
R
O
V
E
C
H
U
R
C
H
R
O
A
D
)
TO W
AKE FOREST
A
V
E
R
E
T
T
E
R
D
.
T
O
S
R
1
9
4
5
4
2
2
5
1
.
1
.
F
D
1
4
2
2
5
1
.
2
.
F
D
1
B
R
Z
-
1
9
4
2
(
1
)
R
O
W
&
U
T
I
L
LEN
G
T
H
R
O
A
D
W
A
Y
T
I
P
P
R
O
J
E
C
T
B
-
5
1
1
3
(
O
A
K
G
R
O
V
E
C
H
U
R
C
H
R
D
.
)
S
R
1
9
4
2
-
L
-
P
O
C
S
T
A
.
1
0
+
4
0
.
0
0
B
E
G
I
N
T
I
P
P
R
O
J
E
C
T
B
-
5
1
1
3
-
L
-
P
O
C
S
T
A
.
1
0
+
3
0
.
0
0
B
E
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
-
L
-
P
O
T
S
T
A
.
1
8
+
0
0
.
0
0
E
N
D
T
I
P
P
R
O
J
E
C
T
B
-
5
1
1
3
-
L
-
P
O
T
S
T
A
.
1
8
+
1
0
.
0
0
E
N
D
C
O
N
S
T
R
U
C
T
I
O
N
-
L
-
P
O
T
S
T
A
.
1
5
+
3
9
.
8
7
C203517
J
A
N
U
A
R
Y
2
8
,
2
0
1
4
S
MIT
H
C
R
E
E
K
14’ G
R
8’ GR
of Prophesy Ch. of God11911192
1
1
2
8
1129 19011902 1951
O
a
k
G
r
o
v
e
C
h
u
r
c
h
R
d
.
GilcrestFarmRd.CrossYoungForestRd.FawnCt.AppaloosaWayS.DerbyLn.Dr.1130(IN)R1062053 2064 2157 1953 1941194319421942193145114511451219331961
1
9
4
5
2054 205329203649364436453647
2
0
5
5
3648
1
9
4
2
19451941 4532
4
5
4
7
454245414540
4
5
4
7
456444035117513851385138514051395137513751445163 453351665144 KullanaOakAllen
Ja
c
k
O
ld
AveretteJumperFarmHornbuckle Ct.Jones Gillcrest Farm St. St.
Rd.Rd.
Rd.Rd.Ln.Brierroot Ct.Dr.Dr.Kirkham Ct.N.White St.JuniperAve.NorthAve.ShuffordRd.WalkRd.
Mill Da
m Rd.
Sweetclover WhitecloverDr.RdSt MidRidgeCt Main St.Forestville Wake Forestpop. 27,499 CSX RAILROADSch.Rolesville High Wake Forest
A
v
e.
Wait WaitAve.Smiths CreekAustinCreek989898BUS98BUS98 A 1 A 1
W
2
W
1
W
3
W
4
W
5
W
6
W
7
W
8
W
9
W
1
0
W
1
1
W
1
2
W
1
3
W
1
4
SMITH CREEK
GRAPHIC SCALE
0’100’200’300’100’
(N O T TO SCALE)
DETAIL SHO W IN G PAVEM EN T AN D BRIDG E RELATIO N SHIP
PAVED SHO ULDER
SEE SHEETS S-? THRU S-? FO R STRUCTURE PLAN S
SEE SHEET 5 FO R PRO FILE
10
11
1
2
13
14 15 16 17 18 19
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
W
e
t
l
a
n
d
P
e
r
m
i
t
\
B
-
5
1
1
3
_
H
y
d
_
P
S
H
_
w
e
t
.
d
g
n
s
m
q
u
a
d
r
i
6
/
1
1
/
2
0
1
4
FILL IN W ETLANDS
SHEET __ O F __
PERM IT DRAW IN G
2 6
GRAPHIC SCALE
0’100’
W ETLAN D
DEN O TES FILL INFF
CLEARIN G
DEN O TES M ECHAN IZED*
*
*
*
**
*
**
*
*
FILL IN W ETLANDS
*********
*
*
**********
*****
S S SURFACE W ATER
DEN O TES IM PACTS IN
***
V10= 1.5 fps
Q 10= 2.5 cfs
TB 2G I
TB 2G I
1
5
"
1
5
"
CLASS II RIP RAP
SEE DETAIL 2
w/ CL B RIP RAP
TO E PRO TECTIO N
SEE DETAIL 1
w/ CL B RIP RAP
SPECIAL CUT DITCH
15"RCP-V
15" RCP-V
STRUCTURE PAY ITEM
45.00’
30.40’
T
T
60.00’
6
0
.
0
0
’
SM ITH CREEK
No. 157
BRIDGE
B
14’ G
R
8’
G
R
24" RCP
1
8
"
R
C
P
-
E
L-
-EL--EL-
W OODS
15" RCP
OAK GROVE CHURCH ROAD
SR 1942 (PAVED 18’)
W OODS
W OODS
W OODS
W OODS
WOODS
W OODS
W OODS
EIP
EIP
EIP
EIP
O
A
K
G
R
O
VE
C
H
U
R
C
H
R
O
A
D
S
R 1942 (P
A
VE
D 18’)
T
T
CENTURYLINK
CENTURYLINK
HYDRAULICSROADWAY DESIG N
EN GIN EER EN GINEER
R/W SHEET NO .
SHEET NO .PRO JECT REFERENCE N O .
4B-5113
$
$
$
$
$
$
S
Y
S
T
I
M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
N
A
D
8
3
/ N
S
RS
2
0
0
7
W2
W1
W3
W4
W5
W6
W7
W8
W9W10
W11
W12
W13
W14
S
M
IT
H
C
R
E
E
K
C
C
C
C
F
C
F
C
F
C
F F
F
C
F
F
F
F
F
F
F
F
F
F
F
GRAPHIC SCALE
0’100’200’300’100’
(N O T TO SCALE)
DETAIL SHO W IN G PAVEM EN T AN D BRIDG E RELATIO N SHIP
PAVED SHO ULDER
SEE SHEETS S-? THRU S-? FO R STRUCTURE PLAN S
SEE SHEET 5 FO R PRO FILE
10
11
1
2
13
14 15 16 17 18 19
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
W
e
t
l
a
n
d
P
e
r
m
i
t
\
B
-
5
1
1
3
_
H
y
d
_
P
S
H
_
w
e
t
_
c
o
n
.
d
g
n
s
m
q
u
a
d
r
i
6
/
1
1
/
2
0
1
4
FILL IN W ETLANDS
SHEET __ O F __
PERM IT DRAW IN G
3 6
GRAPHIC SCALE
0’100’
W ETLAN D
DEN O TES FILL INFF
CLEARIN G
DEN O TES M ECHAN IZED*
*
*
*
**
*
**
*
*
FILL IN W ETLANDS
*********
*
*
**********
*****
S S SURFACE W ATER
DEN O TES IM PACTS IN
***
V10= 1.5 fps
Q 10= 2.5 cfs
TB 2G I
TB 2G I
1
5
"
1
5
"
CLASS II RIP RAP
SEE DETAIL 2
w/ CL B RIP RAP
TO E PRO TECTIO N
SEE DETAIL 1
w/ CL B RIP RAP
SPECIAL CUT DITCH
15"RCP-V
15" RCP-V
STRUCTURE PAY ITEM
45.00’
30.40’
295
295
295
2
9
5
295
295
300
300
300
3
0
0
3
0
0
3
0
0
300
3
0
0
300
300
3
0
0
3
0
0
300
300 300
300
300
3
0
0
300
3
0
0
3
0
0
3003
0
0
300
300
300
300
300
300
300
3
0
0
300
300
300 300
3
0
0
300
3
0
0
3
0
0
300
300
300
300
300
3
0
0
3
0
0
3
0
0
300
300
3
0
0
3
0
0
300
300
3
0
0
300
305
305
305
305
3
0
5
305
305
305
305
3
0
5
3
0
5
3
0 5
305
305
3
0
5
305
3
0
5
3
0
5
3
0
5
3
0
5
3
0
5
3
0
5
3
0
5
3
0
5
3
0
5
305
305
3
0
5
3
0
5
305
305
305
305
3
0
5
3
0
5
3
0
5
3
0
5
305
3
10
310
3
1
0
310
310
310
3
1
0
310
310
3 1 0
310
310
3
1
0
3
1
0
310310
3
10
310
3
1
0
3
1
0
3
1
0
3
1
0
3
10
3
1
0
310
310
310
3
1
0
3
1
0
3
1
0
310
310
310
3
10
310
310
310
310
315
315
3
15
315
315
3
15
3
15
3
1
5
3
1
5
3
1
5
315
3
1
5
315
3
15
315
3
1
5
3
1
5
315
3
1
5
3
15
3
15
3
1
5
315
315
315
315
315
315
315
315
315
315
3
15
315
3
1
5
3
15
315
3
15
3
15
3 15
315
315
3
1
5
3
1
5
315
3
1
5
315
315
315
320
320
320
320
320
320
32
0
320
320
3
2
0
32
0
3
2
0
3
2
0
3
2
0
3
2
0
320
3
2
0
320
320
320
320
320
3
2
0
3
2
0
3
2
0
320
320
320
320
320
320
3
2
0
3
2
0
3
2
0
3
2
0
3
2
0
3
2
0
320
320
320
325
3
2
5
325
325
3
2
5
325
3
2
5
325
3
2
5
3
2
5
325
3
2
5
3
2
5
3
2
5
325
3
2
5
325
3
2
5
3
2
5
325
325
3
2
5
3
2
5
3
2
5
3
2
5
3
2
5325
3253
2
5
325
325
325
325
3
3
0
330
3
3
0
3
3
0
3
3
0
330
330
330
3
3
0
3
3
0
330
330
330
3
3
0
330
3
3
0
330
3
3
0
330
330
3
3
0
330
3
3
0
3
3
0
330
330
335
3
3
5
3
3
5
33
5 335
3
3
5
335
335
335
3
3
5
3
3
5
3
3
5
3
3
5
335
3
3
5335
3
3
5
3
3
5
340
340
3
4
0
3
4
0
340
3
4
0
3
4
0
3
4
0
340
340
340
340
3
4
0
3
4
0
345
345
3
4
5
345
345
3
4
5
345
3
4
5
345
3
4
5
345
350
3
5
0
350
T
T
60.00’
6
0
.
0
0
’
SM ITH CREEK
No. 157
BRIDGE
B
14’ G
R
8’
G
R
24" RCP
1
8
"
R
C
P
-
E
L-
-EL--EL-
W OODS
15" RCP
OAK GROVE CHURCH ROAD
SR 1942 (PAVED 18’)
W OODS
W OODS
W OODS
W OODS
WOODS
W OODS
W OODS
EIP
EIP
EIP
EIP
O
A
K
G
R
O
VE
C
H
U
R
C
H
R
O
A
D
S
R 1942 (P
A
VE
D 18’)
T
T
CENTURYLINK
CENTURYLINK
HYDRAULICSROADWAY DESIG N
EN GIN EER EN GINEER
R/W SHEET NO .
SHEET NO .PRO JECT REFERENCE N O .
4B-5113
$
$
$
$
$
$
S
Y
S
T
I
M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
N
A
D
8
3
/ N
S
RS
2
0
0
7
W2
W1
W3
W4
W5
W6
W7
W8
W9W10
W11
W12
W13
W14
S
M
IT
H
C
R
E
E
K
C
C
C
C
F
C
F
C
F
C
F F
F
C
F
F
F
F
F
F
F
F
F
F
F
13
14 15 16 17 18
R
E
V
I
S
I
O
N
S
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO .
$
$
$
$
$
$
S
Y
S
T
I
M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
GRAPHIC SCALE
0’20’40’60’20’
S S SURFACE W ATER
DEN O TES IM PACTS IN
N
A
D
8
3
/ N
S
RS
2
0
0
7
6
W ETLAN D
DEN O TES FILL INFF
CLEARIN G
DEN O TES M ECHAN IZED*
*
*
*
**
*
**
*
*
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
W
e
t
l
a
n
d
P
e
r
m
i
t
\
B
-
5
1
1
3
_
H
y
d
_
P
S
H
_
w
e
t
_
B
U
.
d
g
n
s
m
q
u
a
d
r
i
6
/
1
1
/
2
0
1
4
SHEET __ O F __
PERM IT DRAW IN G
4
B-5113
FILL IN W ETLAN DS
*********
*
*
**********
********
V10= 1.5 fps
Q 10= 2.5 cfs
TB 2GI
TB 2GI
1
5
"
1
5
"
SEE DETAIL 2
w/ CL B RIP RAP
TO E PRO TECTIO N
SEE DETAIL 1
w/ CL B RIP RAP
SPECIAL CUT DITCH
15"RCP-V
15" RCP-V
SM ITH CREEK
No. 157
BRIDGE -EL-
W OODS
OAK GROVE CHURCH ROAD
W OODS
WOODS
W OODS
EIP
EIP
EIP
EIP
CENTURYLINK
CENTURYLINK
W2
W1
W3
W4
W5
W6
W7
W8
W9W10
W11
W12
W13
W14
S
M
IT
H
C
R
E
E
K
C
F
C
F F
F
C
F
F
F
F
F
F
F
F
F
F
F
R:\Hydraulics\PERMITS_Environm ental\Drawings\W etland Perm it\B-5113_Hyd_PSH_wet_pfl.dgnsmquadri6/3/2014
5
6
S
H
E
E
T
_
_
O
F
_
_
P
E
R
M
I
T
D
R
A
W
I
N
G
D
O
N
O
T
U
S
E
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y
P
L
A
N
S
5/14/99
S
H
E
E
T
N
O
.
P
R
O
J
E
C
T
R
E
F
E
R
E
N
C
E
N
O
.
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y
D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R
5
B
-
5
1
1
3
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$32031030029028027026025024023022021020012+0013+00
1
4
+
0
0
1
5
+
0
0
1
6
+
0
0
1
7
+
0
0
1
8
+
0
0
11+0010+00
3
2
0
3
1
0
3
0
0
2
9
0
2
8
0
2
7
0
2
6
0
2
5
0
2
4
0
2
3
0
2
2
0
2
1
0
2
0
0
-
L
-
S
T
A
.
1
5
+
3
9
.
8
7
B
E
G
I
N
B
R
I
D
G
E
-
L
-
S
T
A
.
1
5
+
9
2
.
1
3
E
N
D
B
R
I
D
G
E
RRS SET IN 18 INCH TULIP -BL- STA. 10+38 16’ LT N= 813118 E= 2155252ELEV. = 313.05’BM 50
-
L
-
D
E
S
I
G
N
D
I
S
C
H
A
R
G
E
D
E
S
I
G
N
F
R
E
Q
U
E
N
C
Y
B
A
S
E
D
I
S
C
H
A
R
G
E
C
F
S
Y
R
S
Y
R
S
B
A
S
E
F
R
E
Q
U
E
N
C
Y
O
V
E
R
T
O
P
P
I
N
G
E
L
E
V
A
T
I
O
N
O
V
E
R
T
O
P
P
I
N
G
F
R
E
Q
U
E
N
C
Y
O
V
E
R
T
O
P
P
I
N
G
D
I
S
C
H
A
R
G
E
C
F
S
C
F
S
Y
R
S
F
T
F
T
F
T
D
E
S
I
G
N
H
W
E
L
E
V
A
T
I
O
N
B
A
S
E
H
W
E
L
E
V
A
T
I
O
N
B
R
I
D
G
E
H
Y
D
R
A
U
L
I
C
D
A
T
A
D
A
T
E
O
F
S
U
R
V
E
Y
W
.
S
.
E
L
E
V
A
T
I
O
N
A
T
D
A
T
E
O
F
S
U
R
V
E
Y
F
T
=
9
1
0
=
2
5
=
3
0
1
.
1
=
1
3
1
0
=
1
0
0
=
3
0
2
.
3
5
=
1
4
5
0
=
1
0
0
=
3
0
2
.
8
=
8
/
2
/
2
0
1
3
=
2
9
7
.
1
PI =14+66.000
El = 299.02
(-
) 4
.7
4
2
4
%
(-
)
0
.5
2
9
4
%
EL= 302.15’
E
L
=
2
9
8
.
8
4
’
-L- STA. 14+00.00
-
L
-
S
T
A
.
1
5
+
0
0
.
0
0
Begin Grade Ditch LT
E
n
d
G
r
a
d
e
D
i
t
c
h
L
T
PI = 11+70.00EL = 317.52’(+)0.1508%(-)6.2746%VC = 130’K = 20 PI =
1
4
+
1
0
.
0
0
EL
=
3
0
2
.
4
6
’
(-)6.2746%
(
+
)
0
.
3
0
0
0
%
VC
=
2
4
2
’
K =
3
7
P
I
=
1
6
+
7
8
.
0
3
E
L
=
3
0
3
.
2
7
’
(
+
)
0
.
3
0
0
0
%
(
+
)
4
.
3
9
2
3
%
V
C
=
1
5
4
’
K
=
3
8
V = 30mph V =
3
0
m
p
h
V
=
3
0
m
p
h
P
r
o
p
o
s
e
d
B
r
i
d
g
e
S
K
E
W
=
9
0
G
.
P
.
E
L
E
V
.
=
3
0
2
.
9
3
’
V
E
R
T
I
C
A
L
A
B
U
T
M
E
N
T
B
R
I
D
G
E
1
@
5
0
’
;
2
1
"
C
O
R
E
D
S
L
A
B
S
T
A
.
1
5
+
6
6
-
L
-
EL = 317.32’-L- STA. 10+40.00 BEGIN GRADE
E
X
C
A
V
A
T
I
O
N
A
B
U
T
M
E
N
T
S
E
E
S
T
R
U
C
T
U
R
E
P
L
A
N
S
C
L
A
S
S
I
I
R
I
P
R
A
P
(
T
Y
P
)
(
S
U
R
V
E
Y
D
A
T
E
0
8
-
0
2
-
2
0
1
3
)
W
S
E
=
2
9
7
.
1
’
S
E
E
S
H
E
E
T
4
F
O
R
P
L
A
N
V
I
E
W
E
L
=
3
0
8
.
6
2
’
-
L
-
S
T
A
.
1
8
+
0
0
.
0
0
E
N
D
G
R
A
D
E
RRS SET IN 18 INCH TULIP N 6820’29" W Dist 249.71’FROM BL-100 N= 813212 E= 2154488ELEV. = 312.28’BM 51
CAMA 404 Hand Existing Existing
Permanent Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 -L- 15+87 LT Bank Stabilization < 0.01 < 0.01 57 24
13+30 To 17+25 Roadway Fill 0.03 0.11
TOTALS:0.00 0.03 0.00 0.00 0.11 0.00 <0.01 0.00 57 24.00 0.00
ATN Revised 3/31/05 SHEET 6 of 6 (06/03/2014)
PROJECT: 42251.2FD1 (B-5113)
BRIDGE #157 on
N.C.D.O.T.
DIVISION OF HIGHWAYS
WAKE COUNTY
SR 1942 (Oak Grove Church Rd)
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
over Smith Creek
B
U
F
F
E
R
I
M
P
A
C
T
S
P
E
R
M
I
T
S
H
E
E
T
_
_
O
F
_
_
B
U
F
F
E
R
D
R
A
W
I
N
G
R:\Hydraulics\PERMITS_Environmental\Drawings\Buffer Permit\B-5113_Hyd_prm _buf_TSH.dgnsmquadri6/3/2014
1
5
S
I
T
E
1
S
I
T
E
2
S
I
T
E
3
DHVDTV ======%%MPH ADTADT% *
D
O
N
O
T
U
S
E
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y
P
L
A
N
S
FUNC CLASS =
NSRS 2007
NAD 83/
J
A
N
U
A
R
Y
2
0
,
2
0
1
5
L
E
E
A
N
N
M
O
O
R
E
T
O
N
Y
H
O
U
S
E
R
,
P
.
E
.
W
A
K
E
C
O
U
N
T
Y
O
V
E
R
S
M
I
T
H
C
R
E
E
K
G
R
A
D
I
N
G
,
D
R
A
I
N
A
G
E
,
P
A
V
I
N
G
,
A
N
D
S
T
R
U
C
T
U
R
E
1,6625,9701075 20132033DUAL 2* TTST 1 TOT
A
L
L
E
N
G
T
H
T
I
P
P
R
O
J
E
C
T
B
-
5
1
1
3
LEN
G
T
H
S
T
R
U
C
T
U
R
E
T
I
P
P
R
O
J
E
C
T
B
-
5
1
1
3
3 502550100LOCAL
=
0
.
1
4
4
M
I
L
E
S
=
0
.
0
1
0
M
I
L
E
S
=
0
.
1
3
4
M
I
L
E
S
VICINITY MAP SHOWING LOCATION OF PROJECT B
-
5
1
1
3
OFFSITE DETOUR
NSRS 2007
NAD 83/
1943 1.20.59Rd.
4
B
E
G
I
N
B
R
I
D
G
E
E
N
D
B
R
I
D
G
E
-
L
-
-
L
-
P
O
T
S
T
A
.
1
5
+
9
2
.
1
3
5025501001051020 PROJ.BEGINPROJ.END40SUB REGIONAL TIER A 1A1BUS98BUS98989898000PROFILE (HORIZONTAL)
P
.
E
.
B
R
Z
-
1
9
4
2
(
1
)
P
R
O
J
E
C
T
L
E
N
G
T
H
R
I
G
H
T
O
F
W
A
Y
D
A
T
E
:
L
E
T
T
I
N
G
D
A
T
E
:
S
T
A
T
E
S
T
A
T
E
P
R
O
J
E
C
T
R
E
F
E
R
E
N
C
E
N
O
.
S
T
A
T
E
P
R
O
J
.
N
O
.
F.
A
.
P
R
O
J
.
N
O
.
DE
S
C
R
I
P
T
I
O
N
N
O
.
T
O
T
A
L
S
H
E
E
T
S
N
.
C
.
S
H
E
E
T
1
DESIGN DATA
P
r
e
p
a
r
e
d
i
n
t
h
e
O
f
f
i
c
e
o
f
:
S
I
G
N
A
T
U
R
E
:
S
I
G
N
A
T
U
R
E
:
D
I
V
I
S
I
O
N
O
F
H
I
G
H
W
A
Y
S
2
0
1
2
S
T
A
N
D
A
R
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
P
R
O
J
E
C
T
E
N
G
I
N
E
E
R
P
R
O
J
E
C
T
D
E
S
I
G
N
E
N
G
I
N
E
E
R
GRAPHIC SCALESPLANSPROFILE (VERTICAL)
H
Y
D
R
A
U
L
I
C
S
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R
R
O
A
D
W
A
Y
D
E
S
I
G
N
L
O
C
A
T
I
O
N
:
T
Y
P
E
O
F
W
O
R
K
:
09/08/99
B
-
5
1
1
3
D
I
V
I
S
I
O
N
O
F
H
I
G
H
W
A
Y
S
S
T
A
T
E
O
F
N
O
R
T
H
C
A
R
O
L
I
N
A
000 See Sheet 1-A For Index of Sheets$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$
1
0
0
0
B
i
r
c
h
R
i
d
g
e
D
r
.
,
R
a
l
e
i
g
h
N
C
,
2
7
6
1
0
CON TRACT:TIP PROJECT:B-5113
ARTMEN
N
A
S
O
H
DEP
T
O
F
T
R
A
S
P
OR
T
T
IO N
T
ATE
O
F
N
R
T
C
AROLINA
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE
L
I
M
I
T
S
E
S
T
A
B
L
I
S
H
E
D
B
Y
M
E
T
H
O
D
I
I
I
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES THERE IS NO CONTROL OF ACCESS ON THIS PROJECT FRANKLIN COUNTYWAKE COUNTY
See Sheet 1-B For Conventional Symbols
B
R
I
D
G
E
N
O
.
1
5
7
O
N
S
R
1
9
4
2
(
O
A
K
G
R
O
V
E
C
H
U
R
C
H
R
O
A
D
)
TO W
AKE FOREST
A
V
E
R
E
T
T
E
R
D
.
T
O
S
R
1
9
4
5
4
2
2
5
1
.
1
.
F
D
1
4
2
2
5
1
.
2
.
F
D
1
B
R
Z
-
1
9
4
2
(
1
)
R
O
W
&
U
T
I
L
LEN
G
T
H
R
O
A
D
W
A
Y
T
I
P
P
R
O
J
E
C
T
B
-
5
1
1
3
(
O
A
K
G
R
O
V
E
C
H
U
R
C
H
R
D
.
)
S
R
1
9
4
2
-
L
-
P
O
C
S
T
A
.
1
0
+
4
0
.
0
0
B
E
G
I
N
T
I
P
P
R
O
J
E
C
T
B
-
5
1
1
3
-
L
-
P
O
C
S
T
A
.
1
0
+
3
0
.
0
0
B
E
G
I
N
C
O
N
S
T
R
U
C
T
I
O
N
-
L
-
P
O
T
S
T
A
.
1
8
+
0
0
.
0
0
E
N
D
T
I
P
P
R
O
J
E
C
T
B
-
5
1
1
3
-
L
-
P
O
T
S
T
A
.
1
8
+
1
0
.
0
0
E
N
D
C
O
N
S
T
R
U
C
T
I
O
N
-
L
-
P
O
T
S
T
A
.
1
5
+
3
9
.
8
7
C203517
J
A
N
U
A
R
Y
2
8
,
2
0
1
4
S
MIT
H
C
R
E
E
K
14’ G
R
8’ GR
of Prophesy Ch. of God11911192
1
1
2
8
1129 19011902 1951
O
a
k
G
r
o
v
e
C
h
u
r
c
h
R
d
.
GilcrestFarmRd.CrossYoungForestRd.FawnCt.AppaloosaWayS.DerbyLn.Dr.1130(IN)R1062053 2064 2157 1953 1941194319421942193145114511451219331961
1
9
4
5
2054 205329203649364436453647
2
0
5
5
3648
1
9
4
2
19451941 4532
4
5
4
7
454245414540
4
5
4
7
456444035117513851385138514051395137513751445163 453351665144 KullanaOakAllen
Ja
c
k
O
ld
AveretteJumperFarmHornbuckle Ct.Jones Gillcrest Farm St. St.
Rd.Rd.
Rd.Rd.Ln.Brierroot Ct.Dr.Dr.Kirkham Ct.N.White St.JuniperAve.NorthAve.ShuffordRd.WalkRd.
Mill Da
m Rd.
Sweetclover WhitecloverDr.RdSt MidRidgeCt Main St.Forestville Wake Forestpop. 27,499 CSX RAILROADSch.Rolesville High Wake Forest
A
v
e.
Wait WaitAve.Smiths CreekAustinCreek989898BUS98BUS98 A 1 A 1
W
2
W
1
W
3
W
4
W
5
W
6
W
7
W
8
W
9
W
1
0
W
1
1
W
1
2
W
1
3
W
1
4
SMITH CREEK
GRAPHIC SCALE
0’100’200’300’100’
(N O T TO SCALE)
DETAIL SHO W IN G PAVEM EN T AN D BRIDG E RELATIO N SHIP
PAVED SHO ULDER
SEE SHEETS S-? THRU S-? FO R STRUCTURE PLAN S
SEE SHEET 5 FO R PRO FILE
10
11
1
2
13
14 15 16 17 18 19
ALLO W ABLE IM PACTS ZO N E 1
ALLO W ABLE IM PACTS ZO N E 2
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
B
u
f
f
e
r
P
e
r
m
i
t
\
B
-
5
1
1
3
_
H
y
d
_
P
S
H
_
b
u
f
.
d
g
n
s
m
q
u
a
d
r
i
6
/
1
1
/
2
0
1
4
52
SITE 1
SITE 2
SITE 3
SHEET __ O F __
BUFFER DRAW IN GMITIGABLE IM PACTS ZO N E 1
M ITIG ABLE IM PACTS ZO N E 2
V10= 1.5 fps
Q 10= 2.5 cfs
V2= 1.4 fps
Q 2= 1.9 cfs
TB 2G I
TB 2G I
1
5
"
1
5
"
CLASS II RIP RAP
SEE DETAIL 2
w/ CL B RIP RAP
TO E PRO TECTIO N
SEE DETAIL 1
w/ CL B RIP RAP
SPECIAL CUT DITCH
15"RCP-V
15" RCP-V
STRUCTURE PAY ITEM
45.00’
30.40’
TYPE-IIITYPE-III
TYPE-III TYPE-III
T
T
SM ITH CREEK
No. 157
BRIDGE
B
14’ G
R
8’
G
R
24" RCP
1
8
"
R
C
P
-
E
L-
-EL--EL-
W OODS
15" RCP
OAK GROVE CHURCH ROAD
SR 1942 (PAVED 18’)
W OODS
W OODS
W OODS
W OODS
WOODS
W OODS
W OODS
EIP
EIP
EIP
EIP
O
A
K
G
R
O
VE
C
H
U
R
C
H
R
O
A
D
S
R 1942 (P
A
VE
D 18’)
T
T
CENTURYLINK
CENTURYLINK
HYDRAULICSROADWAY DESIG N
EN GIN EER EN GINEER
R/W SHEET NO .
SHEET NO .PRO JECT REFERENCE N O .
4B-5113
$
$
$
$
$
$
S
Y
S
T
I
M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
N
A
D
8
3
/ N
S
RS
2
0
0
7
C
C
C
C
F
C
F
C
F
C
F F
F
C
F
F
F
F
F
F
F
F
F
F
F
13
14 15 16 17 18
R
E
V
I
S
I
O
N
S
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO .
SHEET NO .PROJECT REFERENCE NO .
$
$
$
$
$
$
S
Y
S
T
I
M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
GRAPHIC SCALE
0’20’40’60’20’
ALLO W ABLE IM PACTS ZO N E 1
ALLO W ABLE IM PACTS ZO N E 2
N
A
D
8
3
/ N
S
RS
2
0
0
7
53
SITE 1
SITE 3
SITE 2
SHEET __ O F __
BUFFER DRAW IN G
B-5113
M ITIG ABLE IM PACTS ZO N E 1
M ITIG ABLE IM PACTS ZO N E 2
V10= 1.5 fps
Q 10= 2.5 cfs
V2= 1.4 fps
Q 2= 1.9 cfs
TB 2GI
TB 2GI
1
5
"
1
5
"
SEE DETAIL 2
w/ CL B RIP RAP
TO E PRO TECTIO N
SEE DETAIL 1
w/ CL B RIP RAP
SPECIAL CUT DITCH
15"RCP-V
15" RCP-V
SM ITH CREEK
No. 157
BRIDGE -EL-
W OODS
W OODS
WOODS
W OODS
EIP
EIP
EIP
CENTURYLINK
CENTURYLINK
W2
W1
W3
W4
W5
W6
W7
W8
W9W10
W11
W12
W13
W14
S
M
IT
H
C
R
E
E
K
C
F
C
F F
F
C
F
F
F
F
F
F
F
F
F
F
F
Rev. May 2006
ROAD
CROSSING BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
1 Bridge 15+40 to 15+90 RT LT X 294 0 294
2 Roadway Fill 16+50 to 17+50 LT X 2041 414 2455
3 Roadway Fill 16+50 to 18+00 RT X 1725 62 1787
TOTAL:2278 1486 3764 3766 476 4242
WAKE COUNTY
ALLOWABLE MITIGABLE
BUFFER
REPLACEMENT
X 1486
SHEET 4 OF 5
PROJECT: 42251.2.FD1 (B-5113)
Bridge #157 on SR 1942 (Oak Grove Church Rd)
over Smith Creek
6/3/2014
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
3470
IMPACT
BUFFER IMPACTS SUMMARY
TYPE
SITE NO.
STRUCTURE SIZE /
TYPE STATION (FROM/TO)
Road 14+90 to 15+40 & 15+90
to 16+50 RT LT 1984
ZONE 1
(ft2)
ZONE 2
(ft2)
1 14+90 to 16+50 RT LT 1506 411
3 16+50 to 18+00 RT 1410 0
TOTAL:2916 411
WETLANDS IN
BUFFERS
SITE NO.
STATION
(FROM/TO)
WETLANDS IN BUFFER IMPACTS SUMMARY
SHEET 5 OF 5
PROJECT: 42251.2.FD1 (B-5113)
Bridge #157 on SR 1942 (Oak Grove Church Rd)
over Smith Creek
6/3/2014
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WAKE COUNTY
Rev. Jan 2009
DHV
D
T
V
=
=
=
=
=
=
%
%
M PH
ADT
ADT
% *
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
FUN C CLASS =
JAN UARY 20, 2015
JAN UARY 17, 2014
LEE AN N M O O RE
TO N Y HO USER, P.E.
W AK E CO U N TY
OVER SM ITH CREEK
GRAD ING, D RAINAGE, PAVIN G, AND STRU CTU RE
1,662
5,970
10
75
2013
2033
DUAL 2* TTST 1
TO TAL LEN G TH TIP PRO JECT B-5113
LEN G TH STRUCTURE TIP PRO JECT B-5113
3
50 25 50 100
LO CAL
=0.144 M ILES
=0.010 M ILES
=0.134 M ILES
VICIN ITY M AP SHO W IN G LO CATIO N O F PRO JECT B-5113
O FFSITE DETO UR
1943
1
.2
0
.
5
9
R
d
.
4
BEGIN BRID GE
END BRID GE
-L-
-L- POT STA. 15+92.13
50 25 50 100
10 5 10 20
PROJ.
BEGIN
PROJ.
END
40
SUB REG IO N AL TIER
A
1
A
1
BUS
98
BUS
98
98
98
98
0
0
0
PRO FILE (HO RIZO N TAL)
P.E.
BRZ-1942(1)
PROJECT LENGTH
RIGH T OF W AY D ATE:
LETTING D ATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
D ESIGN D ATA Prepared in the Office of:
SIGNATU RE:
SIGNATU RE:
D IVISION OF H IGH W AYS
2012 STAND ARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT D ESIGN ENGINEER
GRAPH IC SCALES
PLAN S
PRO FILE (VERTICAL)
H YD RAU LICS ENGINEER
ENGINEER
ROAD W AY D ESIGN
LOCATION:
TYPE OF W ORK :
0
9
/
0
8
/
9
9
B-5113DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
2
7
-
J
A
N
-
2
0
1
4
1
4
:
3
8
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
b
5
1
1
3
_
r
d
y
_
t
s
h
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
1000 B irch R idge D r., R aleigh N C , 27610
C
O
N
T
R
A
C
T
:
T
I
P
P
R
O
J
E
C
T
:
B
-
5
1
1
3
A
R
T
MEN
N
A
S
O
H
D
E
P
T
O
F T R A S PORT
T
IO
N
T
A TEOFN RT
C AR
O
LI
N
A
CLEARIN G O N THIS PRO JECT SHALL BE PERFO RM ED TO THE LIM ITS ESTABLISHED BY M ETHO D III
THIS PRO JECT IS N O T W ITHIN AN Y M UN ICIPAL BO UN DARIES
THERE IS N O CO N TRO L O F ACCESS O N THIS PRO JECT
F
R
A
N
K
LI
N
C
O
U
N
T
Y
W
A
K
E
C
O
U
N
T
Y
See Sheet 1-B For Conventional Symbols
BRID GE NO. 157 ON SR 1942 (OAK GROVE CH U RCH ROAD )
T
O
W
A
K
E F
O
R
ES
T
AVERETTE RD .
TO SR 1945
42251.1.FD1
42251.2.FD1 BRZ-1942(1)RO W & UTIL
LEN G TH RO ADW AY TIP PRO JECT B-5113
(OAK GROVE CH U RCH RD .)
SR 1942
-L- POC STA. 10+40.00
BEGIN TIP PROJECT B-5113
-L- POC STA. 10+30.00
BEGIN CONSTRU CTION
-L- POT STA. 18+00.00
END TIP PROJECT B-5113
-L- POT STA. 18+10.00
END CONSTRU CTION
-L- POT STA. 15+39.87
C
2
0
3
5
1
7
SM ITH CREEK
14’ GR
8’
G
R
of Prophesy
Ch. of G od
(IN)
R106
M
ain
St.
Forestville
W ake Forest
pop. 27,499
C S X
R A I L R O A D
Sch.
Rolesville H igh
W ake Forest
A
v
e.
W
a
it
W
a
it
A
v
e.
Sm
iths
C
reek
Austin
Creek
98
98
98
BUS
98
BUS
98
A
1
A
1
N
S
RS
2
0
0
7
N
A
D
8
3
/
N
S
R
S
2
0
0
7
N
A
D
8
3
/
1191
1192
1128
1129
1901
1902
1951
Oak Grove
Church Rd.
Gilcrest
Farm
R
d
.
Cross
Yo
u
n
g
F
orest Rd.
Faw n
Ct.
Appaloosa
W
ay
S.DerbyLn.Dr.
1130
2053
2064
2157
1953
1941
1943
1942
1942
1931
4511
4511
4512
1933
1961
1945
2054
2053
2920
3649
3644
3645
3647
2055
3648
1942
1945
1941
4532
4547
4542
4541
4540
4547
4564
4403
5117
5138
5138
5138
5140
5139
5137
5137
5144
5163
4533
5166
5144
Kullana
O
a
k
A
lle
n
Jack
Ol
d
A
v
e
r
e
t
t
e
J
u
m
p
e
r
F
a
rm
Hornbuckle Ct.
Jones
G
illcrest
Farm
St.
S t.
R
d
.
R
d
.
R
d
.
R
d
.
Ln.
Brierroot Ct.
Dr.
D
r.
Kirkham Ct.
N.W
hite
S
t.
J
uni
per
Ave.
N
ort
h
A
ve.
ShuffordRd.
Walk
R
d
.
M
ill D am Rd.
S
w
e
et
cl
o
v
er
W hiteclover
Dr.
R
d
S
t
M idRidge Ct
Existing Edge of Pavem ent
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing M etal G uardrail
Existing Cable G uiderail
Proposed G uardrail
Equality Sym bol
Pavem ent Rem oval
Baseline Control Point
RIGH T OF W AY:
Existing Right of W ay M arker
Existing Right of W ay Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of W ay Line
C
F
Existing Easem ent Line
Proposed Tem porary Construction Easem ent
Proposed Tem porary Drainage Easem ent
Proposed Perm anent Drainage Easem ent
Proposed Perm anent Utility Easem ent
H YD ROLOGY:
Stream or Body of W ater
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;
z
v
W
K
Proposed Lateral, Tail, Head Ditch
False Sum p
Proposed Cable G uiderail
M AJO R:
Bridge, Tunnel or Box Culvert
Bridge W ing W all, Head W all and End W all
M IN O R:
Head and End W all
Pipe Culvert
Footbridge
Paved Ditch G utter
U TILITIES:
ROAD S AND RELATED FEATU RES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power M anhole
Power Line Tower
Power Transform er
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone M anhole
Telephone Booth
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
Q
l
e
]
/
b
H-Fram e Pole O O
PO W ER:
TELEPHO N E:
Telephone Cell Tower
Recorded U/G Power Line
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber O ptics Cable
W ATER:
W ater M anhole
W ater M eter
W ater Valve
W ater Hydrant
Recorded U/G W ater Line
4
I
H
a
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Recorded U/G Fiber O ptic Cable
Designated U/G Fiber O ptic Cable (S.U.E.*)
r
|
I
]
G AS:
G as Valve
G as M eter
Recorded U/G G as Line
n
c
SAN ITARY SEW ER:
Sanitary Sewer M anhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Recorded SS Forced M ain Line
Designated SS Forced M ain Line (S.U.E.*)
d
o
A/G W ater
Above G round G as Line
A/G Gas
Above G round W ater Line
Above G round Sanitary Sewer A/G Sanitary Sew er
M ISCELLAN EO US:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located O bject
Utility Traffic Signal Box
Utility Unknown U/G Line
?
CONC
CONC WW
v
v
Drainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer M anhole m
U/G Tank; W ater, G as, O il
A/G Tank; W ater, G as, O il
BOU ND ARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property M onum ent
Existing Fence Line
Proposed W oven W ire Fence
Proposed Chain Link Fence
Proposed Barbed W ire Fence
g
F
123
Existing W etland Boundary
Proposed W etland Boundary
Existing Endangered Anim al Boundary
Existing Endangered Plant Boundary
BU ILD INGS AND OTH ER CU LTU RE:
Area O utline
G as Pum p Vent or U/G Tank Cap
Church
School
Dam
Sign
Sm all M ine
W ell
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
W oods Line
O rchard
Vineyard
RAILROAD S:
Standard G auge
RR Signal M ilepost
Switch
RR Abandoned
RR Dism antled
S
FLOW
Designated U/G Power Line (S.U.E.*)
Designated U/G Fiber O ptics Cable (S.U.E.*)
Designated U/G W ater Line (S.U.E.*)
Designated U/G TV Cable (S.U.E.*)
Designated U/G G as Line (S.U.E.*)
U/G Test Hole (S.U.E.*)
*S.U .E. = Subsurface U tility Engineering
WLB
EIP B
ECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cem etery
EXISTING STRU CTU RES:
Parcel / Sequence N um ber
E
AATUR
End of Inform ation E.O .I.
Note: Not to Scale
SHEET NO .PRO JECT REFERENCE NO .
1B B-5113
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
1
2
/
0
5
/
1
1
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
W etland
Proposed Perm anent Easem ent with
Iron Pin and Cap M arker
Proposed Tem porary Utility Easem ent TUE
Iron Pin and Cap M arker
Proposed Right of W ay Line with
DUEProposed Perm anent Drainage / Utility Easem ent
AUEProposed Aerial Utility Easem ent
CRProposed Curb Ram p
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CO N VEN TIO N AL PLAN SHEET SYM BO LS
Underground Storage Tank, Approx. Loc.
G eoenvironm ental Boring
UST
Known Soil Contam ination: Area or Site
Potential Soil Contam ination: Area or Site
Concrete or G ranite R/W M arker
Proposed Right of W ay Line with
C
A Concrete C/A M arker
Proposed Control of Access Line with
-L- POT STA. 18+00.00
END TIP PROJECT B-5113
-L- POT STA. 10+40.00
BEGIN TIP PROJECT B-5113
NC GRID
NAD 83/NSRS 2007
103 BL-103 813121.0064 2155833.9271 339.31 OUTSIDE PROJECT LIMITS
102 BL-102 813099.1683 2155174.0996 302.12 16+04.37 16.08 LT
101 BL-101 813080.6505 2154899.4704 308.18 13+26.58 19.08 LT
100 BL-100 813119.8081 2154719.5869 315.59 11+34.50 13.76 LT
-------------------------------------------------------------------------------
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BASELINE
CONTROL DATA
BM -51
BM -50
BL-103
BL-102
BL-101
BL-100
-L-
OAK GROVE CHURCH ROAD
SR 1942
SM ITH CREEK
E=2156427.8000
N=813006.4300
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION B5113-2
E=2157742.9708
N=812766.4009
LOCALIZED PROJECT COORDINATES
NCDOT GPS STATION B5113-1
T
O
W
A
KE F
O
R
ES
T
AVERETTE
RD
.
TO
SR
1945
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "B5113-2"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 813006.4300(ft) EASTING: 2156427.8000(ft)
ELEVATION: 365.40(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.99994103
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"B5113-2" TO -L- STATION 10+40.00 IS
N 85 14’39.8" W 1801.45’
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
SHEET NO .PRO JECT REFEREN CE NO .
6
/
2
/
9
9
2
7
-
J
A
N
-
2
0
1
4
1
4
:
3
9
R
:
\
L
o
c
a
t
i
o
n
S
u
r
v
e
y
s
\
B
5
1
1
3
_
l
s
_
1
c
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
Location and Surveys
N OTE: DRAW IN G N OT TO SCALE
W AK E CO U N TY
LOCATION : BRID GE 157 ON SR 1942 (OAK GROVE CH U RCH ROAD )
OVER SM ITH CREEK
1CB-5113
SU RVEY CON TROL SH EET B-5113
IN DICATES GEODETIC CON TROL M ON U M EN TS U SED OR SET FOR H ORIZON TAL PROJECT CON TROL
BY TH E N CDOT LOCATION AN D SU RVEYS U N IT.
PROJECT CON TROL ESTABLISH ED U SIN G GLOBAL POSITION IN G SYSTEM .
SEE GPS CALIBRATION SH EET FOR H ORIZON TAL AN D VERTICAL COORDIN ATE VALU ES.
N OTES:
1. TH E CON TROL DATA FOR TH IS PROJECT CAN BE FOU N D ELECTRON ICALLY BY SELECTIN G
N CDOT PROJECT CON TROL DATA AT:
TH E FILES TO BE FOU N D ARE AS FOLLOW S:
B5113_LS_CON TROL.TXT
SITE CALIBRATION IN FORM ATION H AS N OT BEEN PROVIDED FOR TH IS PROJECT. IF FU RTH ER
IN FORM ATION IS N EEDED, PLEASE CON TACT TH E LOCATION AN D SU RVEYS U N IT.
N ETW ORK ESTABLISH ED FROM N GS ON LIN E POSITION IN G SERVICE (OPU S)
H TTPS://CON N ECT.N CDOT.GOV/RESOU RCES/LOCATION /PAGES/DEFAU LT.ASPX
**********************************
RRS SET IN 18 INCH TULIP
N 68 20’29" W Dist 249.71
FROM BL-100
N 813212 E 2154488
51 ELEVATION = 312.28
**********************************
**********************************
RRS SET IN 18 INCH TULIP
L STATION 16+84.00 28 LEFT
N 813118 E 2155252
50 ELEVATION = 313.05
**********************************
BENCHMARK DATA
2’-0"
(
T
Y
P
.
)
(TYP.)
4’-0"11’-0"11’-0"4’-0"8’-0"
2’-0"
FDPS FDPS
6:1
2:1 T
.08 .02 .02 .02
C1
.02 .08
4
:1
T
E1 G RADE TO THIS LIN E9.0"
2:1
O RIG IN AL
G RO UN D
VARIES
O RIG IN AL
G RO UN D
O RIG IN AL
G RO UN D
G RADE
PO IN T
TYPICAL SECTIO N N O . 1
TYPICAL SECTIO N O N BRIDG E
33’-0"
11’11’
0.02
G RADE PT.
-L-
CL
MC1
0.02
1
’
-
9
"
3’-0"
11 PRESTRESSED CO N CRETE CO RED SLAB UN ITS = 33’-0"
CL
W ED G IN G D ETAIL O N BR ID G E
M IN .
2.5"
-L-
W /G R
7’-0"
DO NOT USE FOR CONSTRUCTIONDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO .PRO JECT REFEREN CE NO .
RO ADW AY DESIG N
EN GINEER EN GIN EER
2 B-5113
PAVEM ENT DESIG N
6
/
2
/
9
9
2
7
-
J
A
N
-
2
0
1
4
1
4
:
4
0
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
b
5
1
1
3
_
R
d
y
_
t
y
p
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D1
7"3.25"3.25"
-L- STA. 10+40.00 TO STA. 15+39.87 (BEG IN BRIDG E)
STA. -L- 15+92.13 (EN D BRIDG E)
-L- STA. 15+39.87 (BEG IN BRIDG E) TO
-L- STA. 15+92.13 (EN D BRIDG E) TO STA. 18+00.00
T
4
:1
VARVAR
EO P
VARIABLE
SLO PE
O RIG IN AL
G RO UN D
O RIG IN AL
G RO UN D
2:1
SHO ULDER BERM G UTTER DETAIL:
D1
R
.02
C1
-L- STA. 15+11.00 TO STA. 15+28.87 LT. (Begin Approach Slab)
-L- STA. 15+11.00 TO STA. 15+28.87 RT. (Begin Approach Slab)
E1
30’-10" (CLEAR RO ADW AY)
4’-5"4’-5"1’-1"1’-1"
PAVEMENT SCHEDULE
C1
E1
T EARTH MATERIAL.
NOTE: PAVEMENT EDGE SLOPE ARE 1:1 UNLESS SHOWN OTHERWISE.
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL)
D1
PROP. APPROX. 4.0" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
C2
C1 D2
C2 AT AN AVERAGE RATE OF 110 LBS, PER SQ. YD. PER 1" DEPTH, TO BE PLACED
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
D2 AT AN AVERAGE RATE OF 114 LBS, PER SQ. YD. PER 1" DEPTH, TO BE PLACED
IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH.
IN LAYERS NOT TO EXCEED 1.5" IN DEPTH.
PROP. APPROX. 3.0" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A
PROP. APPROX. 2.5" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0B
AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OB,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF 2 LAYERS.
GU ARD RAIL SU M M ARY
"N" = DISTAN CE FRO M EDG E O F LAN E TO FACE O F G UARDRAIL.
TO TAL SHO ULDER W IDTH = DISTANCE FRO M EDGE O F TRAVEL LANE TO SHO ULDER BREAK PO INT.
FLARE LENG TH = DISTANCE FRO M LAST SECTIO N O F PARALLEL G UARDRAIL TO EN D O F G UARDRAIL.
W = TO TAL W IDTH O F FLARE FRO M BEGINN ING O F TAPER TO EN D O F G UARDRAIL.
LENG TH
SHO P
CURVED
DO UBLE
FACED
W ARRAN T PO IN T
APPRO ACH
END
TRAILIN G
END
DIST.
FRO M
E.O .L.
TO TAL
SHO UL.
W IDTH
FLARE LEN GTH
APPRO ACH TRAILIN G APPRO ACH TRAILIN G
END END EN D EN D
W AN CHO RS
REM ARKS
"N "
STRAIG HT
SURVEY
LIN E BEG . STA.END STA.LO CATIO N
XI
M O D
XI
GRAU
M -350 XIII VI
M O D
BICCAT-1
1
2
/
0
6
/
0
7
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
TYPE 350
ATTEN UATO R
IM PACT
G UARDRAIL
EXISTIN G
REM O VE
G N G
G = GATIN G IM PACT ATTENUATO R TYPE 350
N G = N O N-G ATING IM PACT ATTEN UATO R TYPE 350
CO M PUTED BY:
CHECKED BY:DATE:
DATE:
SHEET NO .PRO JECT REFEREN CE NO .
2
7
-
J
A
N
-
2
0
1
4
1
4
:
4
1
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
B
5
1
1
3
_
R
d
y
_
s
u
m
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
STATIO N
SU M M ARY OF EARTH W ORK
STATIO N
EXCAV.
UNCL.
+%
EM BANK.BO RRO W W ASTE
provided by the G eotechnical Engineering Unit.
These earthwork quantities are based in part on subsurface data
Earthwork quantities are calculated by the Roadway Design Unit.
350 TL2
TYPE III BARRIER
CO N CRETE
FACED
SINGLE
G UARDRAIL
EXISTING
STO CKPILE
REM O VE &
-L-
-L-
-L-
-L-
RT
RT
LT
LT
12+64.87
Subtotal
TOTAL
SAY
Anchor Deduction
Anchor Deduction
Grau-350-TL2
TYPE III
TOTAL ANCHORS
ADDITIONAL POSTS
REM OVAL OF EXISTING ASPH ALT PAVEM ENT
LIN E LO CATIO N
AREA
LENG TH O R
W IDTH
YARDS
SQUARESTATIONSTATION
TO TAL
SAY
-L-
-L-
10+40
15+91
LT & RT15+41
437.21
1519.96
-L- STA. 10+40.00
-L- STA. 15+41.00
-L- STA. 15+41.00
-L- STA. 18+00.00
995
248
W ASTE IN LIEU OF BORROW
SUBTO TALS
PRO JECT TO TALS
G RAND TO TALS
SAY
TOTAL
16+42.13
14+89.87
16+42.13
15+92.13(BR)
15+92.13(BR)
4
4
4
4
1
1
1
1
4
4
@25=100’
@18.75=75’
175’
175
250
=5
1
1
1
1
13+50.00(FILL)
15+39.87(BR)
275
50
50
50
4
4
4
4
425
250
B-5113 3-A
359
43
1243
1243
402
636
205
841
841
1243
1243
402
841
841
EAD 11-18-2013
LT & RT
9717.75
3934.91
1079.75
1520
15+92.13(BR)
15+92.13(BR)
15+39.87(BR)
1250
(IN CUBIC YARDS)
will be paid for at the contract lum p sum price for "G rading."
Fine G rading, Clearing and G rubbing, and Rem oval of Existing Pavem ent
Note: Approxim ate quantities only. Unclassified Excavation, Borrow Excavation,
15+39.87(BR)
18+00
STATIO NSTATION
LIN E
SURVEY
LT
RT
TO TAL
15+15.00
15+15.00
15+28.87
15+28.87
SH OU LD ER BERM GU TTER SU M M ARY
EXCAV.
UNCL.
18
18
SAY
36
40
LT / RT
LO C
-L-
-L-
Slope
Ditch
Front
Geotextile
Geotextile
HYDRAULICSROADWAY DESIGN
EN GINEER ENG IN EER
R/W SHEET N O .
SHEET N O .PRO JECT REFEREN CE NO .
4B-5113
2
7
-
J
A
N
-
2
0
1
4
1
5
:
4
5
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
b
5
1
1
3
_
r
d
y
_
p
s
h
_
0
4
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
N
A
D
8
3
/ N
S
RS
2
0
0
7
T
T
678.37’
1 9 5 .3 4 ’
3085.55’
3 2 9 0 .3 0 ’ (T O T A L )
5 3 2 .0 3 ’
60.00’
6
0
.
0
0
’
SM ITH CREEK
299.96’
BENT
299.89’
BENT
299.85’
BENT
B
14’ G
R
8
’
G
R
24" RCP
1
8
"
R
C
P
R /W
-E IP4.11’
ELEV. 313.05’
16.29’ LEFT
-BL- STA. 10+37.98
BM 50
ELEV. 312.28’
249.71’ FROM BL-100
BM 51
W OODS
15" RCP
OAK GROVE CHURCH ROAD
SR 1942 (PAVED 18’)
W OODS
W OODS
W OODS
WOODS
W OODS
W OODS
W OODS
EIP
EIP
EIP
EIP
R/W TO EIP
0.40’
GRACE W OODLIEF
DEAN FAMILY LTD PTNR
DB 12899
PG 2386
GRACE W OODLIEF
DEAN FAM ILY LTD PTNR
DB 12899
PG 2386
W AKE FOREST
RESERVOIR PROP LLC
DB 10228
PG 1762
PB 1996
PG 676
W AKE FOREST
RESERVOIR PROP LLC
DB 10228
PG 1762
PB 1996
PG 676
CITY OF RALEIGH
DB 12937
PG 774
12.79’
R/W-EIP
4.63’
299.93’
BENT
BL-100
BL-101
BL-102
O
A
K
G
R
O
VE
C
H
U
R
C
H
R
O
A
D
S
R 1942 (P
A
VE
D 18’)
T
T
CENTURYLINK
CENTURYLINK
38.20’
+71.22
3 7 .9 0 ’
+7 1 .5 2
TB 2G I
TB 2G ITB JB w/M H
1
5
"
1
5
"
CLASS II RIP RAP
SEE DETAIL 2
w/ CL B RIP RAP
TO E PRO TECTIO N
2:
1 D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FRO M -L- STA. 14+00 TO STA. 15+00 LT
DETAIL 1
M ax. d= 1 Ft.
M in. D= 1 Ft.
Type of Liner= CLASS B Rip-Rap
Ground
Natural
SEE DETAIL 1
w/ CL B RIP RAP
SPECIAL CUT DITCH
( Not to Scale)
TO E PRO TECTIO N
d
FRO M -L- STA. 17+10 TO STA. 18+00 LT, d=2Ft.
Fill Slope2:1 or Flatter
Fill
Sl
o
pe
2:
1
or
Fl
att
er
DETAIL 2
d=(See Station Ranges Below)
Type of Liner= B Rip-Rap
Class B Rip-Rap = 52 Tons
G eotextile = 95 SY
15"RCP-V
15" RCP-V
Class B Rip-Rap = 35 Tons
Geotextile = 105 SY
7 S.Y.
2 TO N S
CL B RIP RAP
5 S.Y.
1 TO N
CL B RIP RAP
STRUCTURE PAY ITEM
0402
0403
0401
0405
0404
0406
-L- STA. 15+11.00 TO STA. 15+28.87(BEG IN APPRO ACH SLAB) LT
-L- STA. 15+11.00 TO STA. 15+28.87(BEG IN APPRO ACH SLAB) RT
SHO ULDER BERM G UTTER
SEE SHEET 2 FO R DETAIL
47.00’
54.00’
46.00’
40.00’
38.00’45.00’
34.00’
55.00’
25.78’
40.00’
29.76’
29.99’
45.00’
29.63’
29.12’
40.00’
40.00’
45.00’
30.40’
3
2
1
1
-L- +00.00
-L- +50.00
-L- +00.00
-L- +86.66
-L- +75.00
-L- +20.00 -L- +00.00
-L- +10.00
-L- +95.00
-L- +50.00
-L- +75.00
-L- +55.00
-L- +86.66
-L- +45.00
-L- +00.00
3
40.00’
-L- +05.00
30.00’
-L- +30.00
30.00’
-L- +71.80
42.00’
35.00’
-L- +50.00
37.00’
-L- +00.00
30.00’
-L- +30.00
35.00’
55.00’
47.00’
30.00’
-L- +71.80
34.37’
-L-
-L-
BEGIN BRIDGE
END BRIDGE
10
1
5
PI Sta 12+35.48
D
L = 314.86’
T = 163.68’
R = 467.00’
2
2
’
-
0
"
-L- POT STA. 15+39.87
-L- POT STA. 15+28.87
P
S
2
’
-
0
"
P
S
2
’-0
"
2
’
-
0
"
P
S
2
2
’-0
"
P
S
2
’-0
"
05
0 4
0 3
0
6
0
5
0
4
0
3
0
2
0
1
0
0
0
1
0
2
0
2
0
2
0
1
E
X
E
X
E X E X
L
T
&
R
T
50’ T
AP
E
R
T
YP.2
0.6
7’
8:1
8:1
8:1
LT & RT
50’ TAPER
TYP.
20.67’
0
2
2
2
’
-
0
"
0
2
2
2
’
-
0
"
2
2
’
-
0
"
P
S
4
’
-
5
"
P
S
2
’
-
0
"
P
S
2
’
-
0
"
P
S
2
’
-
0
"
TYPE-IIITYPE-III
TYPE-III TYPE-III
(N O T TO SCALE)
DETAIL SHO W IN G PAVEM EN T AN D BRIDG E RELATIO N SHIP
G RAU 350 TL-2 G RAU 350 TL-2
G RAU 350 TL-2
-L - P O T S ta . 10 +0 0 .0 0
-L - P C S ta . 10 +7 1.8 0
-
L
-
P
T
S
t
a
.
1
3
+
8
6
.
6
6
-
L
-
P
O
T
S
t
a
.
1
9
+
5
7
.
6
5
PAVED SHO ULDER
8:
1
06
0 6
END BRIDGE BEGIN BRIDGE
-L- POT STA. 15+28.87
-L- POT STA. 15+92.13
-L- POT STA. 16+03.13
BEGIN APPROACH SLAB
END APPROACH SLAB
END APPROACH SLAB
BEGIN APPROACH SLAB
-L- POT STA. 15+39.87
-L- POT STA. 15+92.13
-L- POT STA. 16+03.13
-L- PO T STA. 10+30.00
BEG IN CO N STRUCTIO N
-L- POT STA. 10+40.00
BEGIN TIP PROJECT B-5113
-L- PO T Sta. 18+10.00
-L- POT STA. 18+00.00
END TIP PROJECT B-5113
EN D CO N STRUCTIO N
TL-2
G RAU 350
4
’
-
5
"
4
’
-
5
"
R
D
W
Y
C
L
R
3
0
’
-
1
0
"
SEE SHEETS S-? THRU S-? FO R STRUCTURE PLAN S
SEE SHEET 5 FO R PRO FILE
C
C
C
C
F
C
F
C
F
C
F F
F
C
F
F
F
F
F
F
F
F
F
F
F
-L- STA. 15+39.87
BEGIN BRIDGE
-L- STA. 15+92.13
END BRIDGE
RRS SET IN 18 INCH TULIP
-BL- STA. 10+38 16’ LT
N= 813118 E= 2155252
ELEV. = 313.05’
BM 50
RRS SET IN 18 INCH TULIP
N 68 20’29" W Dist 249.71’
FROM BL STATION 5+00.00
N= 813212 E= 2154488
ELEV. = 312.28’
BM 51
-L-
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 910
= 25
= 301.1
= 1310
= 100
= 302.35
= 1450
= 100
= 302.8
= 8/2/2013
= 297.1
P
I
=
1
4
+
6
6
.
0
0
0
E
l
=
2
9
9
.
0
2
(
-
)
4
.7424%(-) 0.5294%
EL= 302.15’
EL= 298.84’
-L- STA. 14+00.00
-L- STA. 15+00.00
Begin Grade Ditch LT
End Grade Ditch LT
PI = 11+70.00
EL = 317.52’
(+)0.1508%
(-
)6
.2
7
4
6%
VC = 130’
K = 20
PI = 14+10.00
EL = 302.46’
(-
)6
.2
7
4
6%
(+)0.3000%
VC = 242’
K = 37
PI = 16+78.03
EL = 303.27’
(+)0.3000%(+)4.3923%
VC = 154’
K = 38
V = 30mph
V = 30mph V = 30mph
Proposed Bridge
SKEW =90
G .P. ELEV.=302.93’
VERTICAL ABUTM EN T BRIDGE
1 @ 50’; 21" CO RED SLAB
STA.15+66 -L-
EL = 317.32’
-L- STA. 10+40.00
BEGIN GRADE
EXCAVATIO N
ABUTM EN T
SEE STRUCTURE PLAN S
CLASS II RIPRAP (TYP)
(SURVEY DATE 08-02-2013)
W SE=297.1’
SEE SHEET 4 FOR PLAN VIEW
EL = 308.62’
-L- STA. 18+00.00
END GRADE
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
1
4
/
9
9
SHEET NO .PRO JECT REFEREN CE NO .
HYDRAULICSROADWAY DESIG N
EN G INEER ENG INEER
5B-5113
2
7
-
J
A
N
-
2
0
1
4
1
4
:
4
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
b
5
1
1
3
_
r
d
y
_
p
f
l
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
320
310
300
290
280
270
260
250
240
230
220
210
200
12+00 13+00 14+00 15+00 16+00 17+00 18+0011+0010+00
320
310
300
290
280
270
260
250
240
230
220
210
200
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
2
7
-
J
A
N
-
2
0
1
4
1
4
:
4
2
R
:
\
R
o
a
d
w
a
y
\
C
o
r
r
i
d
o
r
M
o
d
e
l
i
n
g
\
B
5
1
1
3
_
R
d
y
_
X
P
L
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
2
3
/
9
9
PRO J. REFEREN CE N O .SHEET NO .0
315 315
320 320
310 31010+00.00
315 315
320 320
325
310 310
10+40.00
315 315
320 320
325
310 310
10+50.00
315 315
320 320
325 325
310 310
10+71.80
315 315
320 320
325 325
310 310
11+00.00
X-1B-5113
-L-
2.5 5
-L- 10+40.00
BEG IN G RADE
-L- 10+30.00
BEG IN CO N STRUCTIO N
Rem oval of Existing Pavem ent will be paid for at the contract lum p sum price for "G rading."
Borrow, Fine G rading, Clearing and G rubbing, Breaking of Existing Pavem ent, and
N ote: Approxim ate quantities only. Unclassified Excavation, Borrow Excavation, Shoulder
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS317.08
317.32
2:
1 2:14
:14:1
0.0100.040
315.11314.56
317.34
2:
1 2:14
:14:1
0.0190.049
315.41
314.49
317.37
2:
1
2:14
:1
4:1
0.0300.060
315.66
314.42
317.28
2:
1
2:14
:1
4:1
0.0440.060
315.95
314.47
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
2
7
-
J
A
N
-
2
0
1
4
1
4
:
4
3
R
:
\
R
o
a
d
w
a
y
\
C
o
r
r
i
d
o
r
M
o
d
e
l
i
n
g
\
B
5
1
1
3
_
R
d
y
_
X
P
L
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
2
3
/
9
9
PRO J. REFEREN CE N O .SHEET NO .0
315 315
320 320
325 325
310 310
11+50.00
315 315
320 320
325 325
310 310
12+00.00
310 310
315 315
320 320
325 325
305 30512+50.00
300 300
305 305
310 310
315 315
320 320
325 325
295 29513+00.00
X-2B-5113
-L-
2.5 5
316.65
2:
1
2:14
:1
4:1
0.060
0.060
315.77
314.05
315.29
2:
1 2:14
:1
4:1
0.060
0.060
314.12
312.40
313.34
2:
1 2:14
:1
4:1
0.060
0.060
311.28
309.56
310.75
2:
1
2:
1
4:1
0.060
0.060
306.44
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
2
7
-
J
A
N
-
2
0
1
4
1
4
:
4
3
R
:
\
R
o
a
d
w
a
y
\
C
o
r
r
i
d
o
r
M
o
d
e
l
i
n
g
\
B
5
1
1
3
_
R
d
y
_
X
P
L
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
2
3
/
9
9
PRO J. REFEREN CE N O .SHEET NO .0
300 300
305 305
310 310
315 315
320 320
295 29513+50.00
300 300
305 305
310 310
315 315
295 29513+86.66
300 300
305 305
310 310
315 315
295 29514+00.00
300 300
305 305
310 310
295 295
14+50.00
X-3B-5113
-L-
2.5 5
307.94
2:
1
2:
1
4:1
0.0580.058
303.82
306.05
2:
1
2:
1
4:1
0.0400.040
302.54
305.52 2:
1
2:
1 4:1
0.0340.034
302.15
304.05
2:
1
2:
1 4:1
0.0090.020
299.78
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
2
7
-
J
A
N
-
2
0
1
4
1
4
:
4
4
R
:
\
R
o
a
d
w
a
y
\
C
o
r
r
i
d
o
r
M
o
d
e
l
i
n
g
\
B
5
1
1
3
_
R
d
y
_
X
P
L
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
2
3
/
9
9
PRO J. REFEREN CE N O .SHEET NO .0
300 300
305 305
295 29515+00.00
300 300
305 305
295 29515+39.87
295 295
300 300
305 305
310 310
290 29015+50.00
300 300
305 305
295 29515+92.13
300 300
305 305
310 310
295 295
16+00.00
X-4B-5113
-L-
2.5 5
-L- 15+92.13
EN D BRIDG E
-L- 15+39.87
BEG IN BRIDG E
303.15
2:
1
2:
1
4:1
0.0150.020
298.84
302.68
0.0200.020
295.31
0.0200.020
303.12
0.0200.020
303.25
2:
1
2:1
0.0200.020
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
2
7
-
J
A
N
-
2
0
1
4
1
4
:
4
4
R
:
\
R
o
a
d
w
a
y
\
C
o
r
r
i
d
o
r
M
o
d
e
l
i
n
g
\
B
5
1
1
3
_
R
d
y
_
X
P
L
.
d
g
n
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
2
3
/
9
9
PRO J. REFEREN CE N O .SHEET NO .0
300 300
305 305
295 295
16+50.00
300 300
305 305
295 295
17+00.00
300 300
305 305
310 310
295 295
17+50.00
305 305
310 310
315 315
300 30018+00.00
X-5B-5113
-L-
2.5 5
-L- 18+10.00
EN D CO N STRUCTIO N
-L- 18+00.00
EN D G RADE
304.06
2:
1
2:1 0.0200.020
305.30
4:1
4
:1
0.0200.020
306.74
2:
12:1
0.0200.020
308.62
2:
1
2:1 0.0300.000