20130898 Ver 1_Application_20130913 (2)

C =3 0 4 .0 7 ’S 2 5 2 2 ’ 4 8 " W D =1 8 1 8 ’ 1 8 "R =9 5 1 .7 5 ’
2 1 0 .0 0 ’
S 3 4 5 6 ’ 4 5 " W
2 1 9 .9 6 ’
N 3 4 5 5 ’ 2 8 " E
1 0 7 .7 8 ’S 1 2 1 0 ’ 3 9 " W
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C =2 0 3 .4 5 ’N 2 1 5 7 ’ 3 6 " E D =1 1 2 7 ’ 5 3 "R =1 0 1 6 .7 5 ’
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#4 9 5
B R I C K D W E L L I N G
1 S T O R Y
#5 0 4 D W E L L I N G B R I C K 1 S T O R Y
3.07 ACRES
PIN# 9890771117
BK 1326, PG 245
IMAN BOTROS FALTASS
MAHER K. FALTASS &
1.32 ACRES
PIN# 9890773208
BK 1945, PG 285
CHARLENE MATTE
LESTER MATTE &
24.53 ACRES
PIN# 9890860738
BK 139, PG 54
B B BROWN & RACHEL BROWN
0.96 ACRE
PIN# 9890764977
BK: RB 4181, PG 120
BARBARA E. BROWN
BENJAMIN D. BROWN &
3.33 ACRES
PIN# 9890774673
P L A T B K 9 6 , P G 7 (L O T 5 A )
BK 927, PG 96
ALVIN L. TILLMAN
2.35 ACRE
PIN# 9890775926
P L A T B K 9 6 , P G 7 (L O T 5 B )
BETTY M. TILLMAN
A L V I N L O N N I E T I L L M A N &
94.86 ACRES
PIN# 9890886047
BK 327, PG 488
J U L I U S T H O M P S O N C R A B T R E E , J R .
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D =1 8 1 8 ’ 1 8 "R =9 5 1 .7 5 ’
C =2 3 5 .5 8 ’
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D =1 8 1 8 ’ 1 8 "R =9 5 1 .7 5 ’
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PIN# 9890774689
(LOT 1)
PLAT BK 6, PG 70
BK 927, PG 96
ALVIN L. TILLMAN
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TAFNC LLC
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C L D I T C H
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1
2
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3
4
40.00’
31.23’
38.67’
38.05’
31.01’
39.91’43.93’
+99.60 +50.64 48.83’
+49.78
65.38’
34.00’
28.86’
33.77’
40.16’
53.17’
+57.24
+52.31
+00.79
+50.60
+14.26
56.25’
48.72’
+48.99
+33.12
40.00’
40.00’
65.87’
+19.42
+08.33
38.59’
54.78’
+54.18
35.48’
+48.78
48.52’
+54.56
40.00’
+51.71
29.81’
57.62’
60.71’
29.11’
40.00’
5
29.80’
54.00’
56.96’
53.46’
76.88’
73.78’
70.00’
70.00’
49.76’
32.80’
97.04’
98.38’
+50.88
+71.23
48.42’
+81.46
30.18’
+12.01
40.00’
+94.88
+12.05
+27.27
+60.59
+22.07
+47.06
+50.61
+82.01
+93.82
+36.42
+90.56
+00.00
29.33’
+33.29
+90.39
+84.91
+54.75
+42.08
+12.08
+81.60
+95.00
29.39’
+37.55
-L-
-ROUND-
-L - S t a . 1 1 +0 8 .4 3
B E G I N P R O J E C T
-L- Sta. 17+66.49
END PROJECT
-Y - P O C S t a . 1 0 +4 2 .0 0
-Y- Sta. 12+50.00
END CONSTRUCTION
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2
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0
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1 0
P O T S t a . 1 0 +0 0 .0 0
1 0
PC Sta. 11+08.43
1
5
PI Sta 12+49.91
L = 280.39’
T = 141.48’
R = 850.00’
D
PI Sta 17+18.03
L = 89.69’
T = 44.88’
R = 850.00’
D
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-L - P T S t a . 1 3 +8 8 .8 1
-L - P O T S t a . 1 8 +2 0 .8 8
-L - P T S t a . 1 7 +6 2 .8 3
-L - P C S t a . 1 6 +7 3 .1 4
P I S t a 1 0 +4 2 .0 0
D
L = 6 5 .9 7 ’
T = 4 2 .0 0 ’
R = 4 2 .0 0 ’
P I S t a 1 1 +0 7 .9 7
D
L = 6 5 .9 7 ’
T = 4 2 .0 0 ’
R = 4 2 .0 0 ’
P I S t a 1 1 +7 3 .9 5
D
L = 6 5 .9 7 ’
T = 4 2 .0 0 ’
R = 4 2 .0 0 ’
P I S t a 1 2 +3 9 .9 2
D
L = 6 5 .9 7 ’
T = 4 2 .0 0 ’
R = 4 2 .0 0 ’
PC Sta. 10+00.00
10
PCC Sta. 10+65.97
PCC Sta. 11+31.95
PCC Sta. 11+97.92
PT Sta. 12+63.89
-R O U N D - P T S t a . 1 0 +8 8 .0 7
C R
C
R
C
R
C
R
C R
C R
-ROUND POC Sta. 11+43.59
-L- POT Sta. 14+30.81
-ROUND- POC Sta. 12+47.81
-L- POC Sta. 13+46.81
CB
CB
CB
1
5
"
R
C
P
-
I
V
1 5 " R C P -I V 1 5
"
CB
CB
CB
CB
DI
0401
0402
0403 0404
0405
0406
0407
0408
0409
0410
0411
0412
0413
15"
GRADE TO DRAIN
1 5 "
1
5
"
1 5 "
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
3 :
1 D
FROM STA. 11+00 TO STA. 13+30 -L- LT
FROM STA. 10+65 TO STA. 12+05 -L- RT
Min. D= 1 Ft.
DETAIL A
Ground
Natural
F l a t t e r 3 :1 o r
Slope
Fill
SEE DETAIL A
SPECIAL LATERAL V DITCH
SEE DETAIL A
V DITCH
SPECIAL LATERAL
EST 7 SY FF
EST 2 TONS
CLASS B RIP RAP
EST 7 SY FF
EST 2 TONS
CLASS B RIP RAP
END SECTION
PARALLEL PIPE
END SECTION
PARALLEL PIPE
1
5
"
1 5 "
1
5
"
( Not to Scale)
TOE PROTECTION
d
FROM STA. 10+65 TO STA. 11+68 -Y- LT
F i l l S l o p e 3 :1 o r F l a t t e r
d= 1 Ft.
Type of Liner= PSRM
DETAIL B
Ground
Natural
PSRM
EST 58 SY FF
EST 36 TON
CLASS I RIP RAP
HW
EST 7 SY FF
EST 2 TONS
CLASS B RIP RAP
SEE DETAIL D
V DITCH
SPECIAL LATERAL
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
3 :
1 D
FROM STA. 15+00 TO STA. 16+24 -L- LT
Min. D= 1 Ft.
DETAIL D
Ground
Natural
F l a t t e r 3 :1 o r
Slope
Fill
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
3 :
1
FROM STA. 16+30 TO STA. 17+66 -L- LT
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL E
Type of Liner= PSRM
Ground
Natural F l a t t e r 3 :1 o r
Slope
Fill
REMOVE
REMOVE
REMOVE
R E T A I N
R
E
M
O
V
E
0414
0415
0416
SEE DETAIL B
W/ 100 SY PSRM
TOE PROTECTION
SEE DETAIL E
W/ 100 SY PSRM
V DITCH,
SPECIAL LATERAL
2 :1 2 :
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 16+27 -L- LT
DETAIL C

Type of Liner= Class I Rip-Rap
B= 1-3 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.Filter Fabric
Ground
Natural
Ground
Natural
SEE DETAIL C
EST. 10 SY FF
EST. 7 TONS
W/ CLASS I RIP RAP
1’-3’ BASE HEAD DITCH
4
2
"

R
C
P
-
I
I
I
I N V E R T S 0 .7 ’B U R Y
1 5
"
0417
1 5 "
$
$
$
$
$
$
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$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
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D
G
N
$
$
$
$
$
$
$
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$
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HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
4 W-5207E
SEE SHEET 5 FOR PROFILES
SEE SHEET 2D FOR ROUNDABOUT DETAIL
SEE SHEET 2C FOR ONSITE DETOUR
R
E
V
I S
I
O
N
S

BL-5
BL-1
BL-4
BL-2
BL-6
BL-3 REMOVAL
PAV’T
R=16’
R=16’
R=10’
8
’
R=10’
6" ABC
AS DIRECTED BY ENGINEER
EXISTING RIGHT OF WAY
REMOVE TREES WITHIN
L i c e n s e : C -2 1 9 7
F a x :9 1 9 -7 8 9 -9 5 9 1
T e l :9 1 9 -7 8 9 -9 9 7 7
R a l e i g h , N C 2 7 6 0 5
1 0 2 5 W a d e A v e n u e
C O N S T R U C T I O N
E N G I N E E R I N G &
C C
C
C
C
C
C
C
C
F
F
F
C
C C
F
C
F
C
F
F
F
N
A
D
8
3 /
2
0
0
7
N
C
G
R I
D