20170955 Ver 1_Build Maps_20170804 (2)

P E R
S I M
M
O
N
C R
E E K
{
.95
.69
64%74
DECEM BER 19, 2017
DECEM BER 16, 2016
N ATHAN N . ADIM A, PE
BRID GE NO. 148 OVER PERSIM M ON CREEK ON
SR 1127 (BELL H ILL RD )

GRAD IN G, PAVIN G, D RAIN AGE, AN D STRU CTU RE

25 50 10050
25 50 10050
5 10 20 10
D
T
V
=
=
=
=
=
=
11
55
3
%
%
M PH
ADT
ADT
2017
2037
% *

* TTST =1%
FUN C CLASS =
LO CAL RURAL
SUB-REG IO N AL TIER
0
0
0
PRO FILE (HO RIZO N TAL)

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:
P.E.
P.E.
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
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
0
5
-
A
P
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-
2
0
1
7

1
5
:
4
9
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$
$
$
$
U
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N
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$
$
$
$
1000 B irch R idge D r., R aleigh N C , 27610
C
O
N
T
R
A
C
T
:
T
I
P

P
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E
C
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:
B
-
4
4
6
2

A
R
T
MEN
N
A
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D
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P
T
O
F T R A S PORT
T
I O
N
T
A TEOFN RT
C AR
O
LI
N
A
-L-
{
4
K
LEN G TH RO ADW AY TIP PRO JECT B-4462 = 0.123 M ILE
TO TAL LEN G TH TIP PRO JECT B-4462 = 0.137 M ILE
LEN G TH STRUCTURE TIP PRO JECT B-4462 = 0.014 M ILE
25
-L- STA. 17+23.76
END TIP PROJECT B-4462
SR 1127 BELL H ILL RD
-
Y
1 -
KEVIN E. M O O RE, PE
-Y1- STA. 10+80.00
BEGIN CONSTRU CTION
-Y1- STA. 11+99.75
END CONSTRU CTION
THIS IS N O T A CO N TRO L O F ACCESS PRO JECT.
LETITIA
TO
-L- STA. 10+00.00
BEGIN TIP PROJECT B-4462
SU IT
TO NC 294
JOH NSONVILLE
TO U S 64/74
DUAL=2%
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
See Sheet 1A For Index of Sheets
B-4462
P.EBRZ-1127(12)38376.1.2
220
310
CREEKPERSIMMON CH ERO K EE CO U N TY
-L- 12+96.70
BEG IN BRIDG E
-L- 13+69.30
EN D BRIDG E
CLEARIN G O N THIS PRO JECT SHALL BE PERFO RM ED TO THE LIM ITS ESTABLISHED BY M ETHO D ll.
R/W38376.2.1
THIS PRO JECT IS N O T W ITHIN AN Y M UN ICIPAL BO UN DARIES.
1130
1130
11141113
1116
1130
1127
1129
1128
1127
1303
1302
1308
1307
1309
1165
1123
1119
1125
1124
294(
294(
VICIN ITY M AP
LOCATION
PROJECT
N
A
D

8
3
/

9
5
Slope
Ditch
Front
EST. 7 SY
G EO TEXTILE
EST. 2 TO N
CLASS B RIP RAP
EST. 7 SY
GEO TEXTILE
EST. 2 TO N
CLASS B RIP RAP
Grade
Ditch
2.0’
GEO TEXTILE
Grade
Ditch
2.0’
GEO TEXTILE
SEE DETAIL D
SEE DETAIL C
SEE DETAIL C
SEE DETAIL A
SEE DETAIL A
SEE DETAIL A
SEE DETAIL A
(STRUCTURES ITEM )
CLASS II RIP RAP (TYP.)
SEE DETAIL B
FILL LO CALIZED DEPRESSIO N W ITH CLASS II RIP RAP TO ELEV. 1546’
Slope
Fill
Slope
Fill
Grade
Ditch
2.0’
GEO TEXTILE
Grade
Ditch
2.0’
GEO TEXTILE
(STRUCTURES ITEM )
CLASS II RIP RAP (TYP.)
concrete footing
Key-in behind exist.
FOR PROFILES, SEE SHEET 5.
PAVEM ENT REM OVAL
R
E
V
I
S
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENG INEER ENG IN EER
R/W SHEET N O .
SHEET N O .PRO JECT REFERENCE N O .
4B-4462
0
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/
9
9
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
APPROACH SLAB
NOTE:
R
/
W

R
E
V
I
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I
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N
:

A
D
D
E
D

D
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I
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A
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P
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1

A
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7
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5
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K

0
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/
2
1
/
1
7
SENSITIVE AREA
ENVIRONM ENTALLY
SENSITIVE AREA
ENVIRONM ENTALLY
2 0 ’
-L-
EXIST
0404
+59.00
1
7’ I
N
C.
-Y1- PT Sta. 11+13.60
-Y1- PC Sta. 10+00.00
-L- PT Sta. 17+10.65
-L- POT Sta. 17+86.11
-L- PC Sta. 14+72.34
-L- STA. 17+23.76
EN D TIP PRO JECT B-4462
-L- STA. 10+00.00
BEG IN TIP PRO JECT B-4462
BEG IN CO N STRUCTIO N
-Y1- STA. 10+80.00
EN D CO N STRUCTIO N
-Y1- STA. 11+99.75
20’R
20’R
10’R
10’R
50’R
50’R
18’
18’
PI Sta 16+19.83
D
L = 238.31’
T = 147.48’
R = 160.00’
SE= See plans
-L--Y1-
PI Sta 10+56.91
D
L = 113.60’
T = 56.91’
R = 750.00’
0
2
0
1
0
0
0
1
0
2
0
3
0
4
0
40
3
0
2
17’ INC.
+
9
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.0
1
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2
0
2
0
1
0
0
0
1
0
2
2
0
’
0
3
0
3
+
2
6
03 02
04 01
04 00
04 01
04 02
0304
1
4
’
1 5
-Y1- POT Sta. 11+50.60
-L- POT Sta. 10+00.00 =
17’ IN C.
8:1
8:1 8
:
1
8:1
-
Y
1
-
GRAU 350 TL-2
GRAU 350 TL-2GRAU 350 TL-2
GRAU 350 TL-2
12’
GUARDRAIL BARRICADE
TYPE-III
TYPE-III
TYPE-III
-L- 13+69.30
END BRIDG E
-L- 12+86.00
BEGIN APPR. SLAB -L- 13+80.00
END APPR. SLAB
1
0
’
0
2
0
2
1
0
’
2
0
’
TYPE-III
2
’
-
5
"
2
’
-
5
"
DETAIL SHO W IN G PAVEM EN T TO BRIDG E RELATIO N SHIP
0
2
0
2
2
0
’
2
4
’
-
1
0
"
-L- 12+96.70
BEG IN BRIDGE
-L- 13+87.22
BEGIN SBG
-L- 14+00.00
END SBG
-L- 13+72.78
BEG IN SBG
-L- 13+86.00
END SBG
1
2
’
TES
TES
0
2
0
2
EXIST
EXIST
-Y 1 -
-L-
-L- STA 12+75
BEGIN TEM P SHO RING
-L- STA 13+15
END TEM P SHO RIN G
-L- STA 13+50
BEGIN TEM P SHO RING
-L- STA 13+75
END TEM P SHO RIN G
O N PARCEL 4
DO NO T DISTURB TREES
L
T

&

R
T
1
4
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T
A
P
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R
5’R
8’
20’R20’R
20’R
20’R
25’
25’
X
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X X
XXX
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YYYYY
XX
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X
X
X
1
4
T
1
4
T
T
T
T
W OODS
WOODS
W OODS
1SFD
SMTL
S
ABANDONED
G
R
G
R
B
S
T
B
S
T
BST
G
R
G
R
G R
S
OI
L
G R
W OODS
S
U
N
N
Y
P
O I N
T

R
D

S
R

1 1 3
0
1 S
F
D
5’ PL
ASTIC FE
NCE
T
A
N
K
P
R
OP
A
N
E
W ELL
UNIT
CONDITIONING
AIR
S
W OOD
CARPORT
M TL
S
1SFD
H
T
R
S
W OODS
W OODS
W OODS
W ELL
BOX
POW ER
15" CMP
15" CM P
HEADW ALL
BLOCK

S
R

1
1
2
7

B
E
L
L

H
I
L
L

R
D
12" CM P
15" CMP
18" HDPE
W ELL
SO
I
L
15" CMP
W OODS
ELEV.=1551.71 ELEV.=1551.21
1
4
1
4
S

6
7
13
’4
2
"
E13
0
4
.12
’
N 64 59’28" E
37.90’
N
1
1
3
8
’
3
5
"
W
1
2
5.
0
9
’
N
3
0
2
8
’4
2
" E
1 7
2
.8
5
’
S

0
6
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5
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5
6
"

W
S
2
0
4
0
’4
4
" W
9
8
.6
2
’
S 8110’30" W
73.37’
S 8110’30" W
14.00’
N

0
9
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W
4
9.
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N

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E
6
3
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6
2
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N
1
2
1
4
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2
8
"
W
4
3.
4
8
’
N
73 53’28" W
105
.17’
N 2858’21"
W
45.08’
N

0
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W
1
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3
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4
8
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W OODS
E
X
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R
/
W
S 8111’40" W
58.37’
SR 1127 BELL H ILL RD
15
.3
2
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N

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’4
3
"
W
9
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.7
9
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S

6
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24
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"
E10
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8
.59
’
EX
IST
ING
R
/W EXISTING R/W
S
5
4
5
6’
1
4
"
E
9
9
5.
1
8’
N

3
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4
6
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0
9
" W
7
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17
’
60.00’
E
X
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G

R
/
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5
0
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0
0
’
EXISTING R/W
17’ BST
CLE
A
N
O
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SEPTIC T
A
N
K
50.00’
6
0
.0
0
’
EX
I
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T
I
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R
/W
P
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R
S
I
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M
O
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K
DOROTHY W ILKERSON
DB 1286 PG 12
DB 1067 PG 003
KATHERINE BURRELL
JOHNNIE BURRELL
JACQUELINE S. HALL
CARSON E. HALL
DB 664 PG 86
W ILLIAM T. M IZE
DB 1171 PG 676
DB 1474 PG 819
M ARY L. M ANN
DB 1426 PG 602
KATHERINE BURRELL
JOHNNIE BURRELL
KATHERINE BURRELL
JOHNNIE BURRELL
DB 1426 PG 602
SUSAN F. CANTOR
RANDOLPH J. CANTOR
DB 1067 PG 3
NC GRID
-BY1-6
-BY1-22
-BL-2
-BL-1
-BL-3
-BL-4
-BL-5
BM -3
BM 4
BM -1
BM -2
40.19’
+34.13
31
.91
’
+
6
1
.99
EX. R/W
EX. R/W
40.0’ LT
+72.34 -L-
40’ LT
40’ LT
+15.00 -L-
+35.00 -L-
EX R/W
70’ RT
1
2
3
4
EX. R/W
EX. R/W EX. R/W
EX. R/W
EX. R/W
EX. R/W
EX. R/W
EX. R/W
+00.00 -L-
+72.00 -L-
40’,50’ LT
40’,50’ LT
EX. PL
EX. PL
REM O VE
2GI
TB
1
5
"
1
5
"
TO DRAIN
GRADE
TO DRAIN
GRADE
REM O VE
1
5
"
15"
RETAIN
REMOVE
VARIES
D
V
A
RI
E
S
( Not to Scale)
SPECIAL CUT DITCH
DETAIL B
M in. D=0.8 Ft.
Ground
Natural
(SEE DITCH G RADE SHEET 5)
(SEE XSCS SHEET X-6 & X-7)
FRO M -L- STA. 16+42 TO 17+00 LT
0401
0402
0404
0403
0405
0406
SBG2GI
TB
( Not to Scale)
RIP RAP AT EM BANKM ENT
DETAIL C
10’m in.
1.0’m in.
flow=10’
W idth parallel to stream
-L- STA. 13+36 RT
-L- STA. 13+67 LT
Est. Total Class II: 30 Tons, Est. Total Geotextile: 35 SY
Type of Liner=Class II Rip-Rap on Geotextile Fabric
( Not to Scale)
RIP RAP AT EM BANKM ENT
DETAIL D
10’m in.
1.0’m in.
flow=5’
W idth parallel to stream
-L- STA. 13+06 RT
Est. Total Class II: 10 Tons, Est. Total Geotextile: 10 SY
Type of Liner=Class II Rip-Rap on Geotextile Fabric
GRADE TO DRAIN
LATERAL ’V’ DITCH
( Not to Scale)
D
2:
1
2:1
b
1"/Ft.
b=2 Ft.
M in. D=1 Ft.
DETAIL A
Ground
Natural
(SEE DITCH G RADE SHEET 5)
EST. DDE: 50 CY
FRO M -L- STA. 13+67 TO 16+08 LT
EST. DDE: 240 CY
FRO M -L- STA. 13+36 TO 16+00 RT
EST. DDE: 40 CY
FRO M -L- STA. 12+50 TO 13+06 RT
EX. CO NC. FO O TING TO BE RETAIN ED.
SLO PES CUT BACK AT 2:1
TO BE REM O VED AND
EX. W O O DEN ABUTM EN TS
LATERAL ’V’ DITCH
( Not to Scale)
D
2:
1
2:1
b
1"/Ft.
b=2 Ft.
M in. D=1 Ft.
DETAIL A
Ground
Natural
(SEE DITCH GRADE SHEET 5)
FRO M -L- STA. 13+67 TO 16+08 LT
FRO M -L- STA. 13+36 TO 16+00 RT
FRO M -L- STA. 12+50 TO 13+06 RT
( Not to Scale)
RIP RAP AT EM BANKM ENT
DETAIL C
10’m in.
1.0’m in.
flow=10’
W idth parallel to stream
-L- STA. 13+36 RT
-L- STA. 13+67 LT
Type of Liner=Class II Rip-Rap on Geotextile Fabric
( Not to Scale)
RIP RAP AT EM BANKM ENT
DETAIL D
10’m in.
1.0’m in.
flow=5’
W idth parallel to stream
-L- STA. 13+06 RT
Type of Liner=Class II Rip-Rap on Geotextile Fabric
15"
15"
0407
0408
F
F
F
F F
F
F
C
F
C
F
F
F
F
F
F
N
A
D

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/

9
5
PRO P. EXC. (STR. ITEM )
PRO P. EXC. (STR. ITEM )
CLASS II RIP RAP Q TY. 10 TO N S
10 11 12 13 14 15 16 17
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
5
/
2
8
/
9
9
SHEET N O .PRO JECT REFEREN CE NO .
HYDRAULICSROADWAY DESIG N
ENG INEER ENG IN EER
5B-4462
0
5
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P
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1
7

1
5
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9
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6
2
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d
y
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p
f
l
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d
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$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
D O C U M EN T N O T C O N SID ER ED FIN A L
U N LESS A LL SIG N A TU R ES C O M PLETED
1,530
1,540
1,550
1,560
1,570
1,580
1,590
1,600
1,610
1,530
1,540
1,550
1,560
1,570
1,580
1,590
10 11
1,520
1,530
1,540
1,550
1,560
1,570
1,520
1,530
1,540
1,550
1,560
1,570
SEE SHEET 4
FOR -L- PLAN VIEW
SEE SHEET 4
FOR -Y1- PLAN VIEW
-L- STA. 13+61 (95’ RT.)
-BL- STA. 9+57 (69’ RT.)
8" SPIKE IN BASE OF 16" WALNUT TREE
BM #2 EL = 1,549.47’
-L-
-Y1-
V = 30 MPH
-L- STA 17+23.76
EN D TIP PRO JECT
EL. 1,551.92
-L- STA 17+10.00
EN D G RADE
-L- STA 10+00.00
BEG IN TIP PRO JECT
V = 30 MPH
PI = 11+50.00
EL = 1,556.40’
(
-
)4
.
9205%
(-)2.0556%
VC = 120’
K = 42
PI = 15+10.00
EL = 1,549.00’
(-)2.0556%
(+)1.4600%
VC = 140’
K = 40
EL. 1,563.33’
-L- STA 10+09.16
BEG IN G RADE
-Y1- STA 11+99.75
EN D RESURFACIN G
-Y1- STA 10+80.00
BEG IN RESURFACIN G
LEFT DITCH
RIGHT DITCH
-L- STA 13+67 EL 1,545.46
BEG DITCH GRADE LT
-L- STA. 15+75 EL 1546.71
PI DITCH GRADE LT
-L- STA 16+00 EL 1,547.21
END DITCH GRADE RT
(+) 0.60%
(+) 3.60%
-L- STA 16+42 EL 1,549.45
BEG DITCH GRADE LT
-L- STA. 16+75 EL 1550.44
PI DITCH GRADE LT
(+) 3.00%(+) 1.28%
-L- STA 13+36 EL 1,546.42
BEG DITCH GRADE RT
(+) 0.30%
-L- STA 16+08 EL 1,547.90
END DITCH GRADE LT
-L- STA 12+50 EL 1,549.60
BEG DITCH GRADE RT
(
-
)

7
.
2
0
%
-L- STA 13+06 EL 1,545.57
END DITCH GRADE RT
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
= 750
= 1548.5
= 3540
= 100
= 1552.46
= 1400
= 5
= 1550.0**
B
E
G
I
N

B
R
I
D
G
E
E
N
D

B
R
I
D
G
E
-
L
-

S
T
A
.

1
2
+
9
6
.
7
0
-
L
-

S
T
A

1
3
+
6
9
.
3
0
12
= 2*
W.S. ELEVATION TAKEN AT RIVER STATION 31260
* NOTE: DESIGN MAINTAINS EXISTING LEVEL OF SERVICE
(LEFT EDGE OF PAVEMENT)
AT SAG @ -L- STA. 15+21.86
HIGH POINT ON DECK/ROADWAY, WHICH OCCURS
** OVERTOPPING ELEVATION REPRESENTS LOWEST
-L- STA 17+00 EL 1,550.76
END DITCH GRADE LT