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RE
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IN 1
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DI
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IN 3
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CP
Conv. D
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B
RE
TA
IN JB
RE
MO
VE
DI
12’36’2’
36’5.60’
12’84’
103’
24’12’
24’ 12’
12’36’ 2’
12’2’
12’ 24’
24’ 36’ 10’
98’
95’
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15
" R
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24" RCP
24" RCP
24" R
CP
24" RCP
15" R
CP
18" RCP
30" RCP
CONC DIT
CH
TOP=730.6
7’
INV=728.99’
INV=728.56’
TOP=733.77’
DI
DI
DI
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POSSIB
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INV=725.39’
INV=724.11’
INV=731.4
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TOP=734.53’
INV=731.9
8’
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DI
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TOP=732.72’
INV=727.16’
INV=727.49’
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PI S
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R =
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00
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DS
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0 M
PH
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360+00
CS Sta. 362+29.85
365+00
SC Sta. 365+30.18
370+00
PIs Sta 364+08.07
FFLs = 300.33’
LT = 178.23’
ST = 122.13’
DS = 70
MPH
RO = N/A
e = NC
PI Sta 357+37.05
DL = 985.79’
T = 492.99’
R = 20,000.00’
PI Sta 378+44.13
DL = 2,581.7
8’
T = 1,3
13.96’
R = 5,635.00’
e = 3.30%
RO = 300’
DS = 70
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18
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58
20
73
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66
7
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45
10
18
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58
06
70
9 /
28
8
24
18
8 /
49
52
57
22
/ 7
70
04614 / 1
13
04785 /
375
24
75
8 /
65
8
16
81
9 / 6
44
20625 /
241
06
04
4 /
97
4
23
22
4 /
81
2
08
82
1 / 2
85
23
43
4 /
97
11
01
0 / 0
21
WIL
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GO
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AN
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N
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AN
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JP
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C
23
36
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88
4
TE
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97
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TA
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907
19
61
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34
PA
ME
LA
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WK
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BA
RB
AR
A P
SH
OA
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04334 /
698
BA
RB
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A P
SH
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ND
04
38
6 /
93
7S
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97
5 /
09
5
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19780 /
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16621 / 6
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To
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e =
3.6
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e =
3.6
0%
DO
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T U
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10-JUL-2015 08:24IP_PWP:dms30384\I-5405_HYD_PRM_WET_PSH_006-01.dgnjmgarcia AT CAMARGO
0100
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TO
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TA
. 367+
80.5
0
PR
OP
. -NW
7-
(11
0.3
7’ R
T) F
AC
E O
F W
AL
L
-L3S
B- S
TA
. 366+
77.4
4
PR
OP
. -NW
7-
.033.045
-L0-
EXIS
T SOUND
WALL
+76.32+76.32
(45.4
8’ R
T) F
AC
E O
F W
AL
L
-L3S
B- S
TA
. 361+
09.6
1
PR
OP
. -NW
6-
(45.7
5’ R
T) F
AC
E O
F W
AL
L
-L3S
B- S
TA
. 362+
89.2
5
PR
OP
. -NW
6-(1
02
.19
’ RT
) FA
CE
OF
WA
LL
-L3S
B- S
TA
. 366+
01.4
7
PR
OP
. -NW
7-
(10
0.2
9’ R
T) F
AC
E O
F W
AL
L
-L3S
B- S
TA
. 365+
09.8
3
PR
OP
. -NW
7-
.04 EXIST.
.021.025
JUNIP
ER DR
.02 EXIST. SLAT
ER
RD
SH
EE
T 0
2 O
F 2
7P
ER
MIT
DR
AW
ING
TT
FIL
L IN
WE
TL
AN
DD
EN
OT
ES
TE
MP
OR
AR
Y
WE
TL
AN
DD
EN
OT
ES
FIL
L IN
FF
SIT
E 1
-C
CC
CC
CC
CC
FF
F
F
F
NAD 83/ 2011
RE
TA
IN 3
0" R
CP
RE
TA
IN 1
8" R
CP
RE
TA
IN 1
5" R
CP
RE
TA
IN 2
-6’X
6’ R
CB
C
RE
TA
IN D
I
RE
TA
IN D
I
RE
TA
IN 1
8" R
CP
RE
TA
IN 2
4" R
CP
RE
MO
VE
15" R
CP
RE
MO
VE
DI
RE
TA
IN 1
5" C
MP
RE
TA
IN 2
4" R
CP
RE
TA
IN 2
4" R
CP
RE
TA
IN C
ON
CR
ET
E D
ITC
H
RE
MO
VE
DI
RE
MO
VE
DI
RE
TA
IN 3
0" R
CP
Conv. D
I To J
B
RE
TA
IN JB
RE
MO
VE
DI
12’36’2’
36’5.60’
12’84’
103’
24’12’
24’ 12’
12’36’ 2’
12’2’
12’ 24’
24’ 36’ 10’
98’
95’
CO
NC
RE
TE
BA
RR
IER
PR
OP
. SIN
GL
E-F
AC
ED
NO
. 2P
RO
P. R
ET
AIN
ING
WA
LL
T
F
5101520253035404550556065707580859095100105110115120 125 130 135140145150 155160165170175180185190195 200 205 210 215 220 225 230 235 240 245 250 255 260 265 270 275 280 285 290 295 300 305 310 315 320 325 330 335 340 345 350 355 360 365 370 375 380 385 390 395 400 405 410415 420 425 430 435 440 445 450 455 460 465 470 475 480 485 490 495 500 505 510 515 520 525 530 535 540 545 550 555 560 565 570 575 580 585 590 595 600 605 610615 620 625 630 635 640 645 650 655 660 665 670 675 680 685 690 695 700 705 710715 720
725
725
725
725
725
730
730
730
730
730
730
730 730
730
730
730
730
730
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
735
740
740
740
740
740
740
740
740
740
740
740
740
740
740
740
745
745
745
745
745
745
745
745
745745
745
750
750
750
750
750
750
750
750
755
755
755
760
765
770
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
S
v
v
v
v
GRASS
MEDIA
N
15" R
CP
CONC H
W
15" R
CP
15
" R
CP
24" RCP
24" RCP
24" R
CP
24" RCP
15" R
CP
18" RCP
30" RCP
CONC DIT
CH
TOP=730.6
7’
INV=728.99’
INV=728.56’
TOP=733.77’
DI
DI
DI
JB
POSSIB
LE
TOP=730.44’
INV=725.39’
INV=724.11’
INV=731.4
6’
TOP=734.53’
INV=731.9
8’
DI15" RCP
DI
INV=728.6
1’
TOP=732.72’
INV=727.16’
INV=727.49’
TO
P=
73
1.9
8’
IN
V=
726.5
0’
TO
P=
733.3
9’
IN
V=
727.8
3’
24" R
CP
TO
P=
735
.91
’IN
V=
72
9.3
0’
INV
=7
31
.34
’
IN
V=
72
9.5
4’
INV=729.6
7’
TOP=732.6
7’
DI
TOP=737.6
0’
INV=734.86’
INV=734.57’
15" CMP DI
INV=738.76’
18" R
CP
DI
DI
DI
INV=729.0
8’
INV=732.0
2’
CONC H
W
INV=733.35’
INV=731.4
0’
INV=731.2
6’
TOP=734.84’
18" R
CP
15" RCP
30" R
CP
IN
V=
72
6.9
4’
INV=728.56’
(DEBRIS)
FES
CUL1
CUL2
CUL3
CUL4
CE
1
HW
1
CUL5
CUL6
CUL7
CUL8
CE
2
HW
2
S
2-6’X6’ RCBC
CONC H
W
CONC H
W
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
PP
METER
ELEC
PP
PP
PP
PP
PP
PP
LT
HH
HH
T
T
METER
PO
WER
EOI
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B-
360+00
TS Sta. 360+12.98
SC Sta. 364+17.64
365+00
370+00
360+00
365+00
370+00
-L
3N
B-
PIs S
ta 3
62
+8
2.7
7
FLs =
40
4.6
6’
LT
= 2
69.7
9’
ST
= 1
34
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’
PI S
ta 3
77
+9
6.8
3
DL =
2,7
08
.08
’
T =
1,3
79.1
9’
R =
5,8
00
.00
’
DS
= 7
0 M
PH
e =
3.6
0%
RO
= 3
00’
360+00
CS Sta. 362+29.85
365+00
SC Sta. 365+30.18
370+00
PIs Sta 364+08.07
FFLs = 300.33’
LT = 178.23’
ST = 122.13’
DS = 70
MPH
RO = N/A
e = NC
PI Sta 357+37.05
DL = 985.79’
T = 492.99’
R = 20,000.00’
PI Sta 378+44.13
DL = 2,581.7
8’
T = 1,3
13.96’
R = 5,635.00’
e = 3.30%
RO = 300’
DS = 70
MPH
CO
NN
IE B
UT
LE
R
RB
C R
EA
L E
ST
AT
E F
INA
NC
E IN
C
RU
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10
18
2 / 9
58
20
73
2 /
66
7
01651 / 4
45
10
18
2 / 9
58
06
70
9 /
28
8
24
18
8 /
49
52
57
22
/ 7
70
04614 / 1
13
04785 /
375
24
75
8 /
65
8
16
81
9 / 6
44
20625 /
241
06
04
4 /
97
4
23
22
4 /
81
2
08
82
1 / 2
85
23
43
4 /
97
11
01
0 / 0
21
WIL
LIE
MA
E T
RA
PP
ED
WA
RD
S L
LO
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N
FR
AN
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IN A
26272 /
462
JP
G P
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LL
C
23
36
2 /
88
4
TE
AI M
ED
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LL
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06
04
4 /
97
6
TA
RA
PR
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S IN
C
18831 / 1
28
JO
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WA
DD
EL
L
245735 /
907
19
61
7 / 1
34
PA
ME
LA
HA
WK
INS
BA
RB
AR
A P
SH
OA
FF
04334 /
698
BA
RB
AR
A P
SH
OA
FF
RO
BE
RT
J A
ND
04
38
6 /
93
7S
IMM
ON
S
DO
NA
LE
E P
EA
CO
CK
05
97
5 /
09
5
DE
BO
RA
H S
C C
RO
SS
WIL
LIA
M W
JR
AN
D
19780 /
266
16621 / 6
3
JO
HN
SO
NT
AL
VIN
J
NE
LL
IE B
AR
BO
UR
T
HO
MA
S E
JR
AN
D
-N
W7-
-N
W6-
18" R
CP
-III2
GI
2G
I
2G
I
TRIBUTARY KENNEDY BRANCH
KEN
NEDY BRANCH
Ad
j. DI
DI
15" RCP-III
Co
nv
. JB
To
2G
I
CO
LL
AR
AN
D E
XT
EN
D
2G
I
15" RCP-III
Conv. D
I To J
B
e =
3.6
0%
e =
3.6
0%
e =
3.6
0%
DO
NO
T U
SE
FO
R C
ON
ST
RU
CT
ION
PR
EL
IMIN
AR
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LA
NS
INC
OM
PL
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LA
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SH
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10-JUL-2015 08:56IP_PWP:dms30384\I-5405_HYD_PRM_WET_PSH_006-02.dgnjmgarcia AT CAMARGO
0100
50
6I-5
40
5
-L0- STA 373+ 00
M ATCH LINE SHEET 7
-L0- STA 359+ 00M ATCH LINE SHEET 5
IND
ICA
TE
D.
TO
BE
RE
TA
INE
D U
NL
ES
S O
TH
ER
WIS
E
-SH
OU
LD
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S, S
IDE
SL
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ES
, DR
AIN
AG
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RE
UN
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.
NO
TE
:
2.) F
OR
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B- P
RO
FIL
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EE
SH
EE
T 5
2.
1.) F
OR
-L3N
B- P
RO
FIL
E S
EE
SH
EE
T 5
2.
NO
TE
S:
+60.52
-L3SB-
-L3NB-
+76.32
CHARNELL LANE
+60.52 +60.52
(14
0.1
2’ R
T) F
AC
E O
F W
AL
L
-L3S
B- S
TA
. 367+
80.5
0
PR
OP
. -NW
7-
(11
0.3
7’ R
T) F
AC
E O
F W
AL
L
-L3S
B- S
TA
. 366+
77.4
4
PR
OP
. -NW
7-
.033.045
-L0-
EXIS
T SOUND
WALL
+76.32+76.32
(45.4
8’ R
T) F
AC
E O
F W
AL
L
-L3S
B- S
TA
. 361+
09.6
1
PR
OP
. -NW
6-
(45.7
5’ R
T) F
AC
E O
F W
AL
L
-L3S
B- S
TA
. 362+
89.2
5
PR
OP
. -NW
6-(1
02
.19
’ RT
) FA
CE
OF
WA
LL
-L3S
B- S
TA
. 366+
01.4
7
PR
OP
. -NW
7-
(10
0.2
9’ R
T) F
AC
E O
F W
AL
L
-L3S
B- S
TA
. 365+
09.8
3
PR
OP
. -NW
7-
.04 EXIST.
.021.025
JUNIP
ER DR
.02 EXIST. SLAT
ER
RD
SH
EE
T 0
3 O
F 2
7P
ER
MIT
DR
AW
ING
TT
FIL
L IN
WE
TL
AN
DD
EN
OT
ES
TE
MP
OR
AR
Y
WE
TL
AN
DD
EN
OT
ES
FIL
L IN
FF
SIT
E 1
-C
CC
CC
CC
CC
FF
F
F
F
NAD 83/ 2011
RE
TA
IN 1
5" C
MP
RE
TA
IN 2
4" R
CP
RE
TA
IN 2
4" R
CP
RETAIN
DI
RETAIN 15" RCP
CO
NC
RE
TE
BA
RR
IER
PR
OP
. SIN
GL
E-F
AC
ED
NO
. 2P
RO
P. R
ET
AIN
ING
WA
LL
RE
TA
IN 2
4" R
CP
RE
TA
IN 2
4" R
CP
F
T
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
GRASS
MEDIA
N
15
" R
CP
24" RCP
24" RCP
DI
DI
INV=729.0
8’
INV=732.0
2’
CONC H
W
INV=733.35’
INV=733.77’
TOP=736.0
1’
INV=731.4
0’
INV=731.2
6’
TOP=734.84’
WOODS
WOODS
HH
EOI
370+00
370+00
370+00
PA
ME
LA
HA
WK
INS
DE
BO
RA
H S
C C
RO
SS
WIL
LIA
M W
JR
AN
D
19780 /
266
16621 / 6
3
2G
I
KEN
NEDY BRANCH
Co
nv
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o J
B
DO
NO
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FO
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SH
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PR
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FE
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10-JUL-2015 01:28IP_PWP:dms30384\I-5405_HYD_PRM_WET_PSH_006-03.dgnjmgarcia AT CAMARGO
0’
20’
20
’
-L3SB-
-L3NB-
-L0-
I-540
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SH
EE
T 0
4 O
F 2
7P
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MIT
DR
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ING
Co
nv
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o J
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D
DE
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TL
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EN
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ES
FIL
L IN
FF
SIT
E 1
-C
FF
F
F
F
F
C
NAD 83/ 2011
00 00
20
20
20
20
40
40
40
40
60
60
60
60
80
80
80
80
10
01
00
10
01
00
12
01
20
12
01
20
14
01
40
14
01
40
16
01
60
16
01
60
18
01
80
18
01
80
20
02
00
20
02
00
22
02
20
22
02
20
24
02
40
24
02
40
26
02
60
26
02
60
28
02
80
28
02
80
30
03
00
30
03
00
10-JUL-2015 00:35IP_PWP:dms30384\I-5405_RDY_XSC_25.dgnjmgarcia AT CAMARGO 8/23/99
PR
OJ. R
EF
ER
EN
CE
NO
.S
HE
ET
NO
.0
0V
H
74
07
40
76
07
60
78
07
80
720
720
37
1+
00
.00
74
07
40
76
07
60
78
07
80
720
720
37
1+
50
.00
74
07
40
76
07
60
78
07
80
720
720
372+
00.0
0
X-25
I-5
40
5
-L
0-
10
20
40
20
WE
TL
AN
D
WE
TL
AN
D
SH
EE
T 0
5 O
F 2
7P
ER
MIT
DR
AW
ING
SIT
E 1
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RO
SS
SE
CT
ION
S
FIL
L IN
WE
TL
AN
D
AR
EA
OF
TE
MP
OR
AR
Y
FIL
L IN
WE
TL
AN
D
AR
EA
OF
TE
MP
OR
AR
Y
EXIST ROW
EXIST ROW
0.040
0.033
0.040
0.035
0.045
738.80
736.74
91.18
741.22
91.18
735.58
3.05
740.94
13.61
739.02
5.09
737.68
91.10
13.61
371+
02.2
8
37
1+
08.8
2
L3N
B
L3
SB
EXIST ROW
EXIST ROW
0.037
0.033
0.040
0.041
0.045
741.19
13.66
739.21
4.76
737.89
90.77
13.66
741.483.13
736.98
92.00
739.17
92.01
735.81
L3
SB
37
1+
59
.20
L3N
B
371+
51.9
1
EXIST ROW
EXIST ROW
0.034
0.045
0.041
0.033
0.040
741.43
13.51
739.45
4.45
738.13
90.45
13.51
741.733.21
737.18
92.27
739.20
92.28
736.02
L3N
B
372
+01.5
5
37
2+
09
.58
L3
SB
00 00
20
20
20
20
40
40
40
40
60
60
60
60
80
80
80
80
10
01
00
10
01
00
12
01
20
12
01
20
14
01
40
14
01
40
16
01
60
16
01
60
18
01
80
18
01
80
20
02
00
20
02
00
22
02
20
22
02
20
24
02
40
24
02
40
26
02
60
26
02
60
28
02
80
28
02
80
30
03
00
30
03
00
10-JUL-2015 08:35IP_PWP:dms30384\I-5405_RDY_XSC_26.dgnjmgarcia AT CAMARGO 8/23/99
PR
OJ. R
EF
ER
EN
CE
NO
.S
HE
ET
NO
.0
0V
H
74
07
40
76
07
60
78
07
80
720
720
372+
50.0
0
74
07
40
76
07
60
78
07
80
720
720
37
3+
00
.00
74
07
40
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0.039
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92.41
739.60
92.42
736.24
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B
L3
SB
37
2+
59
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EXIST ROW
EXIST ROW
0.045
0.041
0.033
0.040
0.036
3.33
737.62
92.47
739.78
92.48
736.45
89.86
741.97
13.31
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3+
00
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EXIST ROW
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742.29
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740.36
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RE
MO
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DI
RE
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EV
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12’36’
72’
2’
12’ 2’
111’
97’
72’
5.60’
2’
72’
2’72’
5.60’
12’
102’88’
12’
CO
NC
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RR
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S
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TIN
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VARIES
v
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S
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15" RCP
48" R
CP
48" R
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15" RCP
15" R
CP
18" RCP
12" CMP
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
TOP=748.6
4’
INV=744.6
3’
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TOP=749.50’
INV=747.20’
15" R
CP
INV=747.32’
TOP=753.0
1’IN
V=748.78’
INV=750.83’
INV=752.24’
TOP=755.81’
TOP=761.3
3’
INV=756.32’
INV=756.24’
TOP=763.93’
TOP=761.17’
INV=756.59’
INV=758.10’
TO
P=
764.4
5’
IN
V=
76
0.8
2’
INV=762.56’
INV=763.6
1’
INV=763.6
7’
TO
P=
769.3
8’
INV=766.0
8’
INV=741.14’
TOP=756.97’
INV=746.49’
INV=745.12’
INV=745.0
1’
CONC H
W
INV=753.40’
INV=756.34’
TOP=761.0
1’IN
V=757.0
8’
15" CMP
INV=753.52’
15" CMP
DIR ONLY
DIR ONLY
TOP=766.34’
INV=763.51’
15" CMP
INACCESSIB
LE
INV
15" R
CP
INV=755.70’
TOP=761.14’
INV=755.97’
TOP=750.33’
INV=745.28’
CUL5C
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CUL7
CUL8
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ST Sta. 395+30.38
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PIs S
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PH
RO
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PI S
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T =
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PH
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92
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LT
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CS Sta. 391+11.86
ST Sta. 395+45.10
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IP_PWP:dms29633\I-5405_HYD_PRM_WET_PSH_008-01.dgnjmgarcia AT CAMARGO
02-SEP-2015 15:09
15" R
CP
DI
DI
TOP=745.49’
INV=742.82’
INV=743.24’
TOP=748.6
4’
INV=744.6
3’
INV=744.48’
HH
2GI
2GI
15" RCP-III 15
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385+00
385+00
8I-5
40
5
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-L0- STA 401+ 00.00
M ATCH LINE SHEET 9
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EXIS
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DI
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CP
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TA
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CP
RE
TA
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I
RE
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TA
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TA
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5" C
MP
RE
TA
IN 1
5" C
MP
RE
TA
IN D
I
RE
TA
IN 1
5" C
MP
RE
TA
IN 1
5" R
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RE
MO
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DI
RE
MO
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DI
RE
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ON
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DA
M,
SE
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ET
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LA
TE
RA
L G
RA
SS
SW
AL
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RETAIN 15" C
MP
REM
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REM
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18" RCP-III
SEE DETAIL ’G’
LATERAL BASE DITCH
EV
ER
Y 2
5 F
T.
RO
CK
CH
EC
K D
AM
,
12’36’
72’
2’
12’ 2’
111’
97’
72’
5.60’
2’
72’
2’72’
5.60’
12’
102’88’
12’
CO
NC
RE
TE
BA
RR
IER
PR
OP
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GL
E-F
AC
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CO
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RE
TE
BA
RR
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PR
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GL
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AC
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NO
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P. R
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WA
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TS
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SE
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SE
T "
A" F
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G O
F D
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740
740
740
740
740
740
745
745
745
745
745
745
745
745
745
745
745
745
750
750
750
750
750
750
75
0
750
750
750
750
750
750
750
750
750
750
755
755
755
755
755
755
755
755
755
755
755
755
755
755
755
755
755
755
760
760
760
760
760
760
760
760
760
760
760
760
760
765
765
765
765
765
765
765
765
765
765
765
765
770
770
770
770
770
770
770
770
770
775
775
775
780
785
745
745
745
750
750
750
755
755
760
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EX
IST
ING
R/W
VA
RIE
S
EXIS
TIN
G R/
W
VARIES
v
v
S
S
S
S
36" RCP
15" RCP
48" R
CP
48" R
CP
15" RCP
15" R
CP
18" RCP
12" CMP
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
TOP=748.6
4’
INV=744.6
3’
INV=745.52’
TOP=749.50’
INV=747.20’
15" R
CP
INV=747.32’
TOP=753.0
1’IN
V=748.78’
INV=750.83’
INV=752.24’
TOP=755.81’
TOP=761.3
3’
INV=756.32’
INV=756.24’
TOP=763.93’
TOP=761.17’
INV=756.59’
INV=758.10’
TO
P=
764.4
5’
IN
V=
76
0.8
2’
INV=762.56’
INV=763.6
1’
INV=763.6
7’
TO
P=
769.3
8’
INV=766.0
8’
INV=741.14’
TOP=756.97’
INV=746.49’
INV=745.12’
INV=745.0
1’
CONC H
W
INV=753.40’
INV=756.34’
TOP=761.0
1’IN
V=757.0
8’
15" CMP
INV=753.52’
15" CMP
DIR ONLY
DIR ONLY
TOP=766.34’
INV=763.51’
15" CMP
INACCESSIB
LE
INV
15" R
CP
INV=755.70’
TOP=761.14’
INV=755.97’
TOP=750.33’
INV=745.28’
CUL5C
UL6
CUL7
CUL8
CE2H
W2
2-7’X
7’ R
CBC
WO
OD
S
WO
OD
SW
OO
DS
WO
OD
S
CABIN
ET
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CABIN
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CONTROL
T
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KEN
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2G
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15" RCP-III
2G
I2
GI
2G
I
Ad
j. DI
Ad
j. DI
2G
I
15" RCP-III
-L
3N
B-
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3S
B-
390+00
CS Sta. 391+25.72
395+00
ST Sta. 395+30.38
400+00
390+00
395+00
400+00
PIs S
ta 3
92
+6
0.6
2
FLs =
40
4.6
6’
LT
= 2
69
.79
’
ST
= 1
34.9
0’
DS
= 7
0 M
PH
RO
= 3
00
’
e =
3.6
0%
R =
5,8
00
.00
’
T =
1,3
79.1
9’
L =
2,7
08
.08
’
PI S
ta 3
77
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6.8
3
D
CS Sta. 391+11.96
390+00
ST Sta. 394+59.78
395+00
400+00
PIs S
ta 3
92+
27.9
1
FLs =
34
7.8
3’
LT
= 2
31.9
0’
ST
= 1
15
.95
’
PI S
ta 3
78
+4
4.1
3
DL =
2,5
81.7
8’
T =
1,3
13
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R =
5,6
35.0
0’
e =
3.3
0%
RO
= 3
00’
DS
= 7
0 M
PH
PI S
ta 3
77+
98.8
0
DR =
5,8
50.0
0’
L =
2,6
73
.66
’
T =
1,3
60.5
9’
PIs S
ta 3
92
+5
6.2
9
FLs =
43
3.2
4’
LT
= 2
88.8
5’
ST
= 1
44.4
3’
-L
0-
CS Sta. 391+11.86
ST Sta. 395+45.10
PE
RR
Y J
WE
LC
HL
EIL
A N
AD
INE
SA
DL
ER
08269 /
888
06
29
9 /
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013921 / 5
28
19
10
2 / 2
71
17
88
4 /
73
15
97
9 /
23
4
10
18
6 / 6
14
24
24
0 /
15
0
17411 / 7
38
10
18
6 / 6
14
18
43
1 / 6
53
DE
VE
LO
PM
EN
T
SE
CR
ET
AR
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F H
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D
WE
LC
H
PE
RR
Y J
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RR
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13144 / 2
18
PR
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BY
TE
RIA
N C
HU
RC
H IN
CW
ILL
IAM
S M
EM
OR
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01721 / 1
65
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IP_PWP:dms29633\I-5405_HYD_PRM_WET_PSH_008-02.dgnjmgarcia AT CAMARGO
02-SEP-2015 15:14
15" R
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DI
DI
TOP=745.49’
INV=742.82’
INV=743.24’
TOP=748.6
4’
INV=744.6
3’
INV=744.48’
HH
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W
15" RCP
15" R
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18" RCP
DI
DI
DI
TOP=748.6
4’
INV=744.6
3’
INV=745.52’
TOP=749.50’
INV=747.20’
15" R
CP
INV=747.32’
TOP=753.0
1’IN
V=748.78’
TOP=750.33’
INV=745.28’
CUL5C
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IP_PWP:dms29633\I-5405_HYD_PRM_WET_PSH_008-03.dgnjmgarcia AT CAMARGO
02-SEP-2015 15:17
-L3NB-
-L0-
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TS
TS
IMP
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IN S
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FA
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NAD 83/ 2011
RETAIN 18" RCP
RETAIN 15" CMP
RETAIN 18" CMP
RETAIN 30" RCP
RETAIN 30" RCP
RETAIN 30" CMP
RETAIN DI
RETAIN DI
RETAIN 15" CMP
RETAIN 60" CMP
RETAIN CONCRETE DITCH
RETAIN 15" RCP
RETAIN 15" CMP
RETAIN 15" CMP
RETAIN 15" RCP
RETAIN DI
RETAIN DI
REMOVE DI REMOVE DI
RETAIN DI
24’
12’
36’
48’
12’
24’
2’
24’
12’
12’
36’
36’
12’
2’
102’
113’
36’
24’
12’
2’
12’
48’
12’
187’
110’
24’
CONCRETE BARRIERPROP. SINGLE-FACEDCONCRETE BARRIERPROP. SINGLE-FACED
NO. 3PROP. RETAINING WALL
EXISTIN
G R/
W VARIE
S
EXISTING R/W VARIESEXISTING R/W VARIES
EXISTING R/W VARIES
S
S
S
S
S
S
S
GRASS MEDIAN
WOODS
WOODS
60" C
MP
15" C
MP
15" C
MP
15" C
MP
30" R
CP
30" R
CP
18" C
MP
18" R
CP
DI
DI
DI
DI
DI
DI
DI
DI DI
DI
DI
TOP=766.84’
INV=762.21’
INV=762.56’
INV=760.56’ FES
INV=763.61’
INV=763.67’TOP=768.17’
TOP=772.08’
TOP=769.38’
INV=766.08’
15" R
CP
INV=766.90’
INV=761.14’
TOP=777.95’
INV=773.54’
TOP=780.21’INV=776.92’
15" C
MP
INV=767.28’
TOP=776.20’
INV=771.05’
INV=770.82’
INV=773.07’TOP=781.31’
INV=772.99’
INV=774.66’
TOP=778.57’
INV=774.41’
INV=780.74’
30" C
MP
30"
RC
P
INV=778.41’
TOP=781.97’
FES
TOP=787.64’
INV=783.44’
INV=781.53’
TOP=790.40’
INV=760.71’
INV=761.09’
CONC HW
DIR ONLY
15" R
CP
DIR ONLY
DEBRIS
FULL OF
INV=785.99’
DI
72" CONC DITCH
WOODS
LT
T
EOI
2GI
Adj. DI
TRIBUTARY
KENNEDY BRANCH
Adj. DI
2GI 2GI
Adj. DI
2GI
405+00 410+00
405+00 410+00 415+00
405+00 410+00 415+00
ARRCORP LLC
HAMILTON OAKS HOMEOWNERS ASSOCBRENDA BRIGGS
BISHOP S C MADISON
CARRIE GARRIS
25423 / 448
25928 / 449
19429 / 477
03355 / 041
20175 / 346
12654 / 18321513 / 172
24466 / 339
12725 / 841
16948 / 114
23018 / 91413087 / 215
23840 / 113
23216 / 671
21160 / 779
06612 / 216
01721 / 165
17617 / 53816948 / 114
13466 / 416 16948 / 114
PIET A ZANER
GIL A CASTRO
COMMISSION
N C STATE HIGHWAY
WILLIAM F MARSHALL JR
BUJAR HODAJ
04891 / 836
THOMAS F LYNCH JR
INVESTMENTSMP REAL ESTATE
HOWELLCAITLIN CRISTEENE
MADISONBISHOP S C
COLEMANFRANCES R
WILLIAMSANDREA
STEWARTGRACIE
MADISONBISHOP S C
N KELLYLAQUINSHA
STINSONTARA VROSAS ALANIS
ESPERANZA
PRESBYTERIAN CHURCH INCWILLIAMS MEMORIAL
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
09-J
UL-2015 18:5
6IP_P
WP:d
ms29633\I-5405_
HY
D_P
RM
_W
ET_P
SH_009-01.d
gn
mfuentevilla
AT
HY
UN
DA
Y
0 10050
9I-5405
-L0- S
TA 415
+00.00
MA
TC
H
LIN
E S
HE
ET 10
-L0- S
TA 401+
00.00
MA
TC
H
LIN
E S
HE
ET 8
INDICATED.
TO BE RETAINED UNLESS OTHERWISE
-SHOULDERS, SIDE SLOPES, DRAINAGE, ARE
UNLESS OTHERWISE INDICATED.
EXISTING GEOMETRY TO BE RETAINED
-BEST FIT HORIZONTAL GEOMETRY SHOWN.
NOTE:
2.) FOR -L3SB- PROFILE SEE SHEET 55.
1.) FOR -L3NB- PROFILE SEE SHEET 55.
NOTES:
(54.50’ RT) FACE OF WALL
-L3NB- STA. 410+81.94
BEGIN PROP. -NW8-
-L3SB-
-L3NB-
-L0-+56.3
2
+60.0
0
+60.0
0
+56.3
2
+40.5
2
.025
.021
EXIS
T.
.02
+80.5
2+80.5
2+80.5
2
TL-3GRAU 350
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 10 OF 27PERMIT DRAWING
SITE 3-C
C C C CC
CC
CC C C C
FF F
FF F F
F F F F FF F F F
NAD 83/ 2011
RETAIN 18" RCP
RETAIN 15" CMP
RETAIN 18" CMP
RETAIN 30" RCP
RETAIN 30" RCP
RETAIN 30" CMP
RETAIN DI
RETAIN DI
RETAIN 15" CMP
RETAIN 60" CMP
RETAIN CONCRETE DITCH
RETAIN 15" RCP
RETAIN 15" CMP
RETAIN 15" CMP
RETAIN 15" RCP
RETAIN DI
RETAIN DI
REMOVE DI REMOVE DI
RETAIN DI
24’
12’
36’
48’
12’
24’
2’
24’
12’
12’
36’
36’
12’
2’
102’
113’
36’
24’
12’
2’
12’
48’
12’
187’
110’
24’
CONCRETE BARRIERPROP. SINGLE-FACEDCONCRETE BARRIERPROP. SINGLE-FACED
NO. 3PROP. RETAINING WALL
750750
755
755
755
755
760
760 760
760
760
760
760
760
760
760
760
760
760
765
765
765
765
765765
765
765
770
770
770
770
770
770
770
770 770
770
770
770
770
775
775
775
775775
775
775
775
775
775
775
775
775
775
775
775
775
775
775
780780
780
780
780 780
780
780
780
780
780
780
780
780
785785
785
785
785
785
785 785
785
785
785
785
785
790
790
790790
790
790
790
790
790
795 795
795
795
795
800 800
800
800
805
EXISTIN
G R/
W VARIE
S
EXISTING R/W VARIESEXISTING R/W VARIES
EXISTING R/W VARIES
S
S
S
S
S
S
S
GRASS MEDIAN
WOODS
WOODS
60" C
MP
15" C
MP
15" C
MP
15" C
MP
30" R
CP
30" R
CP
18" C
MP
18" R
CP
DI
DI
DI
DI
DI
DI
DI
DI DI
DI
DI
TOP=766.84’
INV=762.21’
INV=762.56’
INV=760.56’ FES
INV=763.61’
INV=763.67’TOP=768.17’
TOP=772.08’
TOP=769.38’
INV=766.08’
15" R
CP
INV=766.90’
INV=761.14’
TOP=777.95’
INV=773.54’
TOP=780.21’INV=776.92’
15" C
MP
INV=767.28’
TOP=776.20’
INV=771.05’
INV=770.82’
INV=773.07’TOP=781.31’
INV=772.99’
INV=774.66’
TOP=778.57’
INV=774.41’
INV=780.74’
30" C
MP
30"
RC
P
INV=778.41’
TOP=781.97’
FES
TOP=787.64’
INV=783.44’
INV=781.53’
TOP=790.40’
INV=760.71’
INV=761.09’
CONC HW
DIR ONLY
15" R
CP
DIR ONLY
DEBRIS
FULL OF
INV=785.99’
DI
72" CONC DITCH
WOODS
LT
T
EOI
2GI
Adj. DI
TRIBUTARY
KENNEDY BRANCH
Adj. DI
2GI 2GI
Adj. DI
2GI
405+00 410+00
405+00 410+00 415+00
405+00 410+00 415+00
ARRCORP LLC
HAMILTON OAKS HOMEOWNERS ASSOCBRENDA BRIGGS
BISHOP S C MADISON
CARRIE GARRIS
25423 / 448
25928 / 449
19429 / 477
03355 / 041
20175 / 346
12654 / 18321513 / 172
24466 / 339
12725 / 841
16948 / 114
23018 / 91413087 / 215
23840 / 113
23216 / 671
21160 / 779
06612 / 216
01721 / 165
17617 / 53816948 / 114
13466 / 416 16948 / 114
PIET A ZANER
GIL A CASTRO
COMMISSION
N C STATE HIGHWAY
WILLIAM F MARSHALL JR
BUJAR HODAJ
04891 / 836
THOMAS F LYNCH JR
INVESTMENTSMP REAL ESTATE
HOWELLCAITLIN CRISTEENE
MADISONBISHOP S C
COLEMANFRANCES R
WILLIAMSANDREA
STEWARTGRACIE
MADISONBISHOP S C
N KELLYLAQUINSHA
STINSONTARA VROSAS ALANIS
ESPERANZA
PRESBYTERIAN CHURCH INCWILLIAMS MEMORIAL
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
09-J
UL-2015 18:5
8IP_P
WP:d
ms29633\I-5405_
HY
D_P
RM
_W
ET_P
SH_009-02.d
gn
mfuentevilla
AT
HY
UN
DA
Y
0 10050
9I-5405
-L0- S
TA 415
+00.00
MA
TC
H
LIN
E S
HE
ET 10
-L0- S
TA 401+
00.00
MA
TC
H
LIN
E S
HE
ET 8
INDICATED.
TO BE RETAINED UNLESS OTHERWISE
-SHOULDERS, SIDE SLOPES, DRAINAGE, ARE
UNLESS OTHERWISE INDICATED.
EXISTING GEOMETRY TO BE RETAINED
-BEST FIT HORIZONTAL GEOMETRY SHOWN.
NOTE:
2.) FOR -L3SB- PROFILE SEE SHEET 55.
1.) FOR -L3NB- PROFILE SEE SHEET 55.
NOTES:
(54.50’ RT) FACE OF WALL
-L3NB- STA. 410+81.94
BEGIN PROP. -NW8-
-L3SB-
-L3NB-
-L0-+56.3
2
+60.0
0
+60.0
0
+56.3
2
+40.5
2
.025
.021
EXIS
T.
.02
+80.5
2+80.5
2+80.5
2
TL-3GRAU 350
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 11 OF 27PERMIT DRAWING
SITE 3-C
C C C CC
CC
CC C C C
FF F
FF F F
F F F F FF F F F
NAD 83/ 2011
RETAIN 15" CMP
RETAIN 30" RCP
RETAIN 30" RCP
RETAIN 15" CMP
REMOVE DI
RETAIN DI
S
15" C
MP
15" C
MP
30" R
CP
30" R
CP
18" C
MP
DI
DI
DI DI
DI
INV=766.90’
INV=761.14’
TOP=777.95’ TOP=780.21’INV=776.92’
15" C
MP
INV=767.28’
TOP=776.20’
INV=771.05’
INV=770.82’
INV=773.07’TOP=781.31’
INV=772.99’
TOP=778.57’
INV=774.41’
30"
RC
P
INV=778.41’
TOP=781.97’
FES
TOP=787.64’
INV=783.44’
INV=760.71’
INV=761.09’
CONC HW
2GI
Adj. DI
TRIBUTARY
KENNEDY BRANCH
2GI 2GI
Adj. DI
2GI
410+00
410+00
410+00
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
09-J
UL-2015 19:0
0IP_P
WP:d
ms29633\I-5405_
HY
D_P
RM
_W
ET_P
SH_009-03.d
gn
mfuentevilla
AT
HY
UN
DA
Y
0’ 20’20’
(54.50’ RT) FACE OF WALL
-L3NB- STA. 410+81.94
BEGIN PROP. -NW8-
-L3SB-
-L3NB-
-L0-
TL-3GRAU 350
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
I-5405 9A
SHEET 12 OF 27PERMIT DRAWING
ENLARGEMENT SHEET
SITE 3-C
F FF
F F FF F F F
NAD 83/ 2011
RE
TA
IN 1
5" R
CP
RE
TA
IN 4
2" R
CP
RE
TA
IN C
ON
CR
ET
E D
ITC
H
RE
TA
IN C
ON
CR
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ITC
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CO
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AR
AN
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XT
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0" R
CP
RE
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2" R
CP
18" R
CP
-III
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125’
24’48’
10’4’12’ 36’
24’10’
16’
117’
36’
24’
2’36’
12’
24’2’12’ 36’ 12’
177’
24’
24’ 8’24’2’
10’
110’
S
S
TS
BE
GIN
JS
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
RIP-RAP
CONC DIT
CH
CONC DIT
CH
RIP-RAP
CONC DIT
CH
CONC DIT
CH
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
INV=776.10’
INV=762.96’
18" RCP
INV=749.11’
42" R
CP
UNKNOWN
OTHER END
INV=776.30’TOP=782.68’
15" CMPINV=773.74’
DI
INV=751.04’
HW
42" RCP
INV=747.43’
INV=744.20’
HW
42" RCP
INV=743.28’
INV=761.34’HW
30" RCP
INV=754.22’
INV=749.38’
HW
30" RCP
INV=736.92’
18" RCP
UNKNOWN
OTHER END HW
9128766.12
9131766.25
TOP=766.12’
TOP=766.25’
10"DIP
10"DIP
INV=749.55’
INV=749.55’
INACCESSIBLE
SSMH SEALED SHUT
p
HH
HH
HH
HH
HH
(TS) N
CDOT
(TS)
(FO) N
CDOT
(FO) N
CDOT
(FO) NCDOT
E-METER
(TS) (FO) N
CDOT
DUCT
DUCT
PP P POLECAMERA(TS)
POLECAMERA(TS)
42" RCP-III
30" RCP-III
DI
TRIB
UTARY
DIX
ON BRANCH
AN
D E
XT
EN
DC
OL
LA
R
DI
-L
3N
B-
PIs S
ta 7
22
+9
3.1
1
FLs =
31
7.8
1’
LT
= 2
11
.88
’
ST
= 1
05
.94
’
PI S
ta 7
09
+9
4.5
9
DL =
2,4
15.1
8’
T =
1,2
22
.60
’
R =
6,3
00.0
0’
e =
3.4
0%
DS
= 7
0 M
PH
-L
3S
B-
RO
= 3
00’
710+00
715
+00
CS Sta. 717+65.73
720+00
ST Sta. 721+15.73
TS Sta. 721+94.85
710+00
715
+00
720+00
CS Sta. 721+87.17
710+00
715+
00
720+00
PIs S
ta 7
18
+8
2.4
1
FLs =
35
0.0
0’
LT
= 2
33
.35’
ST
= 1
16
.68
’
PIs S
ta 7
24+
48.4
4
FLs =
38
0.3
5’
LT
= 2
53.5
8’
ST
= 1
26.8
0’
PI S
ta 7
07+
26.2
1
DL =
2,1
04
.16
’
T =
1,0
64
.63
’
R =
5,6
00.0
0’
e =
3.8
0%
RO
= 3
00
’
DS
= 7
0 M
PH
-L
0-
PI S
ta 7
08
+2
5.2
4
DL =
2,2
57
.50
’
T =
1,1
42
.26
’
R =
6,0
00
.00
’
PIs S
ta 7
22
+9
3.1
1
FLs =
31
7.8
1’
LT
= 2
11
.88
’
ST
= 1
05
.94
’
PIs S
ta 7
20
+6
5.4
9
FLs =
375.0
0’
LT
= 2
50.0
1’
ST
= 1
25.0
1’
CS Sta. 719+40.48
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