20140090 Ver 1_Application_20140610

SHEET 2 OF 64
PERMIT DRAWING
6-4-14
REVISED
S S SURFACE WATER
DENOTES IMPACTS IN
S S
S
S
S
S
S
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 1
SITE 2
SITE 3
S
S S S
S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

6
/
4
/
2
0
1
4
u
2
5
7
9
b
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
0
5
.
d
g
n
j
h
a
r
v
e
y
8
/
1
7
/
9
9
5U-2579B
M
A
TC
H
LIN
E
-

L
-

S
TA
.

5
0
0
+
8
3

S
H
E
E
T

6

M
A
TC
H
LIN
E

-

L
-

S
T
A
.

4
7
5
+
0
0

S
H
E
E
T

4

MATCHLINE
-
Y1
-
STA
. 23+65
SHEET
20

MATCHLINE
-
Y1
-
STA
. 44+00
SHEET
21
17,480
55,960
15,520
53,560
26,440
83,480
22,160
79,880
BELTWAY
US 158 (REIDSVILLE ROAD)
0 50’ 50’ 100’ 25’
DUAL = 3%
TTST = 5%
DIR = 60%
DHV = 10%
-Y1-
-L-
DUAL = 6%
TTST = 12%
DIR = 60%
DHV = 10%
3,460
6,580
3,400
5,800
3,680
6,240
1,220
1,860
2010 ADT
2030 ADT
TRAFFIC DIAGRAM
R
I
G
H
T

O
F

W
A
Y

R
E
V
I
S
I
O
N
,
11
/
5
/
12

-

P
A
R
C
E
L

N
U
M
B
E
R

3

R
E
M
O
V
E
D
4
7
5
4
8
0
4
8
5
5
0
0
4
9
0
4
9
5
US

15
8

B
S
T
US

15
8

2
8
’ B
S
T
-Y1- LT
STA 24+00
END SBG
STA 28+10 -Y1- RT
END SBG
STA 35+76 -Y1- LT
END OF BRIDGE TO
SBG
AT END APPROACH SLAB
BEGIN SBG
-Y1- LT
STA. 41+30
BEGIN SBG
STA. 42+50 -Y1- LT
END SBG
2
0

(
-
Y1L
P
D
-
)
3
0

(-
Y1R
P
D
-
)
40
(-Y1DET-)
2
5 (-
Y1
R
P
D-)
2
0 (-
Y
1
R
P
D-)
1
5

(
-
Y
1
R
P
D
-
)
2
5
(-Y1R
P
A-)
20 (-Y1R
PA
-)
15

(-
Y1R
P
A-
)
15 (-Y1LPD-)
15
(-Y1LPA
-
)
2
0

(-
Y1LP
A-
)
25
(-Y1-)
30
(-Y1-)
35
(-Y1-)
40
(-Y1-)
25
(-Y1DET
-)
30
(-Y1DET
-)
35
(-Y1DET-)
3
0

(-
Y1R
P
A-
)
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
F
F
F
C
C
200’
245’
+30
CHO
RD
CHO
RD
CHORD
CHORD
CHORD
2GI
JB w/MH
2GI
2GI 2GI
2GI
2GI
2GI
CB
2GI
CB
2GI
2GI
CB
CB
2GI
CB
2GI
CB
2GI
BDO
2GI
BDO
2GI
2GI
2GI
2GI
2GI
2GI
2GI
2GI
2GI
JB w/Slab Lid
2GI
2GI
2GI
2GI
BDO
2GI
2GI-A 2GI-A 2GI-A
2GI-A
2GI-A
3GI-A
3GI-A
2GI-A
2GI-A
2GI-A
FS
FSFS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
HW
JB w/MH
FS
FS
FS
FS
FS
FS
FS
AND RETAIN EXISTING 15" RCP
ADJUST SLOPE STAKES
D
Min. D=1.5 Ft.
6:1
Fill
Slope
2:1
W
( Not to Scale)
FALSE CUT
DETAIL #1
N.G.
6:1
D
Min. D = 2 ’
W = 5’ Min.
AND FLAT GRATE
2GI W/ NARROW SLOTS
SLOT
2GI W/ NARROW
DI
2@7’x6’ RCBC
2GI-A
COLLAR
SLOT FLAT GRATE
2GI W/ NARROW
SLOT FLAT GRATE
2GI W/ NARROW
COLLAR
SLOT FLAT GRATE
2GI W/ NARROW
REMOVE
SLOT FLAT GRATE
2GI W/ NARROW
2GI
SLOT FLAT GRATE
2GI W/ NARROW
COLLAR
EXTEND
RETAIN AND REMOVE HW
Natural
Ground
( Not to Scale)
2:1
2:
1 D
B
Fill
Slope
b
LATERAL BASE DITCH
1"/Ft.
DETAIL #3
b= 5 Ft.
B= 2 Ft.
Min. D= 2 Ft.
FROM STA 18+30 TO 20+65 -Y1LPA- LT
3:14:
1
GROUND
NATURAL
DETAIL #2
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA 12+00 TO 18+00 -Y1LPD- RT
FROM STA 12+00 TO 16+50 -Y1LPA- LT
FROM STA 478+10 TO 479+00 -L- RT
Natural Natural
Ground Ground
2:
1
2:1
D
( Not to Scale)
STANDARD ’V’ DITCH
DETAIL #7
Min. D= 2 Ft.
FROM FROM STA. 41+25 TO 41+56 -Y1- LT
B
Natural Natural
Ground Ground2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
DETAIL #8
B= 2 Ft.
Min. D= 2 Ft.
FROM STA. 41+58 TO 42+02 -Y1- LT
FROM STA. 27+62 TO 27+97 -Y1- RT
SEE DETAIL#3
LATERAL 2’ BASE DITCH
SEE DETAIL#2
SWALE BEHIND C&G
SEE DETAIL #1
FALSE CUT
SEE PROFILE FOR GRADE
SPECIAL DITCH GRADE
SEE PROFILE FOR GRADE
SPECIAL DITCH GRADE
EXTEND
RETAIN AND
2:1Natural
Ground
d
2:
1
( Not to Scale)
Type of Liner= Class B Rip-Rap
DETAIL #33
TAIL DITCH
Natural
Ground
d= 1.5Ft.
4
2
"

RC
P
-
I
I
I
2
4
"

RC
P
-
I
I
I 18
" RC
P-II
I

2
4
"

RC
P
-
II
I
15" RCP-IV
18
" RC
P
-IV

30
" RC
P-I
V
24 " RC P -III
24" RCP-IV
18" RC
P-III
3
6
"

RC
P
-
I
I
I
15" RCP-IV
15" RC
P-III
15" RCP-IV
15" R
CP-III
18
" RC
P-III

18
" RC
P
-III

15" RCP-IV

30" RCP-V
30" RCP-IV
15" RCP-IV

42
" RC
P
-IV
15" RC
P-IV
18
"

RC
P
-
I
I
I

15
"

RC
P
-
I
I
I

18
" RC
P-III
15
" RC
P-II
I

3
0
"

RC
P
-
I
I
I
15
"

RC
P
-
I
I
I

3
0
"

RC
P
-
I
I
I
3
0
"
R
C
P-
I
I
I
15
"

RC
P
-
I
V
SEE DETAIL#
EST 463 SY GEO
EST 172 TONS
CLASS "B" RIPRAP
TOE PROTECTION W/
EST 37 SY GEO
EST 15 TONS
RIP RAP
CLASS ’B’
EST 21 SY GEO
EST 8 TONS
SEE DETAIL #33
(BANKS ONLY)
CLASS ’B’ RIP RAP
EST 10 SY GEO
EST 3 TONS
RIP RAP
CLASS ’B’
Geotextile
( Not to Scale)
LATERAL BASE DITCH
Natural
Ground 2:
1 D
B
b
Fill
Slope
d
Geotexile
2:1 1"/Ft.
DETAIL #12
*When B is < 6.0’b= 5 Ft.
B= 2 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= Class ’B’ Rip-Rap
FROM STA 22+90 TO 24+60 -Y1- RT
STA 478+20 TO 480+50 -L- LT
BERM DITCH
EST. DDE 25 CY
SEE DETAIL#8
HEAD DITCH
EST. DDE 9 CY
SEE DETAIL #7
TAIL DITCH
CONNECTORS
AND ROD AND LUG
15" CSP W/ 2 ELBOWS
EST. DDE 20 CY
SEE DETAIL #8
TAIL DITCH
RIP RAP
CLASS ’I’
STA 23+90 TO 25+20 -Y1RPA- RT
BERM DITCH
23+90 -Y1RPA- RT
STA 22+75 TO
BERM DITCH
SEE PROFILE FOR GRADE
SPECIAL DITCH GRADE
SEE DETAIL#2
SWALE BEHIND C&G
SEE DETAIL, SHEET 2D-1
EST. GEO +/- 106 SY
EST. DDE +/- 125 CY
EST. CLASS I RIPRAP +/- 105 TONS
ENERGY DISSIPATOR BASIN
SEE DETAIL, SHEET 2D-1
PSH
SEE DETAIL, SHEET 2D-1
FLOODPLAIN BENCH
EST 5 SY GEO
EST 1 TON
RIP RAP
CLASS ’B’
W/ ELBOW
18"
42"
42"42"
2 ELBOWS
15" W/
2 ELBOWS
15" W/
15"
42"42"42"
15"
15"
15"
24"
24"
W/ ELBOW
18"
1
5"
W/ ELBOW
15"
3
6
"
15"
2
4
"
15" 24"
24"18"
15"
18"18"
CONNECTORS
AND ROD AND LUG
15" W/ 2 ELBOWS
CONNECTORS
AND ROD AND LUG
15" W/ 2 ELBOWS
3
0
"
24
"
15"
15
"
42"
CONNECTORS
AND ROD AND LUG
15" W/ 2 ELBOWS
15
"
15
"
15
"
PER DIRECTION OF THE ENGINEER.
BANKS (NOT IN STREAM BED) IN JURISDICTIONAL STREAMS
GENERAL NOTE: PLACE COIR FIBER MATTING ON STREAM
EST 21 SY GEO
EST 8 TONS
RIP RAP
CLASS ’B’
INV=844.95
INV=843.66
C
H
A
N
G
E I
N
M
A
T
E
RI
A
L
A
P
P
R
O
X.
L
O
C
A
TI
O
N
O
F
12"
V
C
12"
DI
S
O
IL
B
S R 2 405
O LD B EL
E W S CR E EK RD 17 ’ B S T
S
10’ C
O
N
C
S
1S B K D
B
B
C
SS
S
S
S
OIL
GA
TE
M
TL
GATEMTL
S
S
SOI
L
15
" R
C
P
B
G
A
T
E
MT
L
4
8
" C
O
N
C
2
S
B
KD
15
’ B
ST
CON
C
W
WD

DK
BK WALL
G
R
G
R
SOIL
B
B
GR
BLK
WALL
S
OIL
15 " RC
P
3
S
B
W
4
S
B
W
4SBW
4 SB W
4SB
W
4
S
B
W
3SBW
4SB
W
3SBW
60" CMP
18
" C
L
AY
C
O
N
C

H
W
3
0
" R
C
P
42
" RCP
48" CONC
5S
B
W
12
" R
C
P
12
" R
C
P
12
" R
C
P
GR
GR
GR
48" CONC2
S
B
KD
W
60" WW
W/
LT
MTL
B
SOIL
B
SOI
L
15
" R
C
P
15
" R
C
P
(
A
B
A
N
D
)
17’ CONC
D
I
C
ON
C

HW
W
CONC
GR
4
S
B
W
2
4
" R
O
C
K
WA
L
L
WD

D
K
1S
B
K
D
3
6
" C
O
N
C
15
" R
C
P
R
UINS
S
OIL
B
T
T
T
12
" D
I
12
" DI
12 " D I
GR
AU
-
3
5
0
GRAU-350GRAU-350
CAT-1
CAT-1
B
-
7
7
B
-
7
7
B
-
7
7
CAT-1
GRAU-350
CAT-1
GR
AU
-
3
5
0
CAT-1GRAU-350
GRAU-350
CAT-1
TES
TES
TES
TE
S
30" RCP
INV=867.69
INV=872.30
42" RCP
60" CMP
18" CLAY
15"
R
CP
DAN T. WESTMORELAND
LARRY W. WHICKER
JANE W. WHICKER
E
IP
150
.00’
E
XIS
T
ING

R
/
W
E
XIS
T
ING

R
/
W
EIP
EIP
EIP
EIP
DAN WESTMORELAND
JANE WHICKER &
KAREN WESTMORELAND
DAN WESTMORELAND
KAREN WESTMORELAND
DAN WESTMORELAND
DAN T. WESTMORELAND
DAN T. WESTMORELAND
60.00’
E
X
IS
T
ING
R
/
W
E
X
IS
T
ING
R
/
W
EIP
E
IP
DAN T. WESTMORELAND
DAN T. WESTMORELAND
DAN WESTMORELAND
JANE WHICKER &
DAN WESTMORELAND
JANE WHICKER &
CAROL WESTMORELAND
T
O
WN

O
F

WA
L
KE
R
T
O
WN
TOWN OF WALKERTOWN
F
O
R
S
Y
T
H

C
O
U
N
T
Y
FORSYTH COUNTY
2
0’ S
A
NIT
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
SUSAN K. MORETZ
FREDERICO B. MORETZ
STEPHANIE C. WESTMORELAN
DARRELL T. WESTMORELAND &
STEPHANIE C. WESTMORELAN
DARRELL T. WESTMORELAND &
STEPHANIE C. WESTMORELAN
DARRELL T. WESTMORELAND &
& REALTY CO.
PEGG DEVELOPMENT
SHEET 3 OF 64
PERMIT DRAWING
6-4-14
REVISED
S S SURFACE WATER
DENOTES IMPACTS IN
S S
S
S
S
S
S
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
SITE 1
SITE 2
SITE 3
S
S S S
S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
8
4
8
8
4
8
8
4
9
84
9
849
849
8
5
0
850
8
5
0
8
5
0
8
5
0
8
5
0
8
5
1
8
5
1
8
5
1
8
5
2
8
5
2
8
5
2
8
5
3
85
3
8
5
3
8
5
3
853
8
5
4
85
4
8
5
4
854
8
5
5
8
5
5
8
5
5
8
5
5
8
5
5
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5
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5
5855
8
5
6
8
5
6
856
8
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6
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6
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5
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8
6
0
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0
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8
6
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0
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8
6
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DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

6
/
4
/
2
0
1
4
u
2
5
7
9
b
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
0
5
_
c
o
n
.
d
g
n
j
h
a
r
v
e
y
8
/
1
7
/
9
9
5U-2579B
M
A
TC
H
LIN
E
-

L
-

S
TA
.

5
0
0
+
8
3

S
H
E
E
T

6

M
A
TC
H
LIN
E

-

L
-

S
T
A
.

4
7
5
+
0
0

S
H
E
E
T

4

MATCHLINE
-
Y1
-
STA
. 23+65
SHEET
20

MATCHLINE
-
Y1
-
STA
. 44+00
SHEET
21
17,480
55,960
15,520
53,560
26,440
83,480
22,160
79,880
BELTWAY
US 158 (REIDSVILLE ROAD)
0 50’ 50’ 100’ 25’
DUAL = 3%
TTST = 5%
DIR = 60%
DHV = 10%
-Y1-
-L-
DUAL = 6%
TTST = 12%
DIR = 60%
DHV = 10%
3,460
6,580
3,400
5,800
3,680
6,240
1,220
1,860
2010 ADT
2030 ADT
TRAFFIC DIAGRAM
R
I
G
H
T

O
F

W
A
Y

R
E
V
I
S
I
O
N
,
11
/
5
/
12

-

P
A
R
C
E
L

N
U
M
B
E
R

3

R
E
M
O
V
E
D
4
7
5
4
8
0
4
8
5
5
0
0
4
9
0
4
9
5
US

15
8

B
S
T
US

15
8

2
8
’ B
S
T
-Y1- LT
STA 24+00
END SBG
STA 28+10 -Y1- RT
END SBG
STA 35+76 -Y1- LT
END OF BRIDGE TO
SBG
AT END APPROACH SLAB
BEGIN SBG
-Y1- LT
STA. 41+30
BEGIN SBG
STA. 42+50 -Y1- LT
END SBG
2
0

(
-
Y1L
P
D
-
)
3
0

(-
Y1R
P
D
-
)
40
(-Y1DET-)
2
5 (-
Y1
R
P
D-)
2
0 (-
Y
1
R
P
D-)
1
5

(
-
Y
1
R
P
D
-
)
2
5
(-Y1R
P
A-)
20 (-Y1R
PA
-)
15

(-
Y1R
P
A-
)
15 (-Y1LPD-)
15
(-Y1LPA
-
)
2
0

(-
Y1LP
A-
)
25
(-Y1-)
30
(-Y1-)
35
(-Y1-)
40
(-Y1-)
25
(-Y1DET
-)
30
(-Y1DET
-)
35
(-Y1DET-)
3
0

(-
Y1R
P
A-
)
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
C
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
F
F
F
C
C
200’
245’
+30
CHO
RD
CHO
RD
CHORD
CHORD
CHORD
2GI
JB w/MH
2GI
2GI 2GI
2GI
2GI
2GI
CB
2GI
CB
2GI
2GI
CB
CB
2GI
CB
2GI
CB
2GI
BDO
2GI
BDO
2GI
2GI
2GI
2GI
2GI
2GI
2GI
2GI
2GI
JB w/Slab Lid
2GI
2GI
2GI
2GI
BDO
2GI
2GI-A 2GI-A 2GI-A
2GI-A
2GI-A
3GI-A
3GI-A
2GI-A
2GI-A
2GI-A
FS
FSFS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
FS
HW
JB w/MH
FS
FS
FS
FS
FS
FS
FS
AND RETAIN EXISTING 15" RCP
ADJUST SLOPE STAKES
D
Min. D=1.5 Ft.
6:1
Fill
Slope
2:1
W
( Not to Scale)
FALSE CUT
DETAIL #1
N.G.
6:1
D
Min. D = 2 ’
W = 5’ Min.
AND FLAT GRATE
2GI W/ NARROW SLOTS
SLOT
2GI W/ NARROW
DI
W/ ELBOW
15" CSP
W/ ELBOW
18" CSP
CONNECTORS
AND ROD AND LUG
15" CSP W/ 2 ELBOWS
2@7’x6’ RCBC
2GI-A
COLLAR
SLOT FLAT GRATE
2GI W/ NARROW
SLOT FLAT GRATE
2GI W/ NARROW
COLLAR
SLOT FLAT GRATE
2GI W/ NARROW
REMOVE
SLOT FLAT GRATE
2GI W/ NARROW
2 ELBOWS
15" CSP W/
2GI
2 ELBOWS
15" CSP W/
SLOT FLAT GRATE
2GI W/ NARROW
COLLAR
EXTEND
RETAIN AND REMOVE HW
Natural
Ground
( Not to Scale)
2:1
2:
1 D
B
Fill
Slope
b
LATERAL BASE DITCH
1"/Ft.
DETAIL #3
b= 5 Ft.
B= 2 Ft.
Min. D= 2 Ft.
FROM STA 18+30 TO 20+65 -Y1LPA- LT
3:14:
1
GROUND
NATURAL
DETAIL #2
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM STA 12+00 TO 18+00 -Y1LPD- RT
FROM STA 12+00 TO 16+50 -Y1LPA- LT
FROM STA 478+10 TO 479+00 -L- RT
Natural Natural
Ground Ground
2:
1
2:1
D
( Not to Scale)
STANDARD ’V’ DITCH
DETAIL #7
Min. D= 2 Ft.
FROM FROM STA. 41+25 TO 41+56 -Y1- LT
B
Natural Natural
Ground Ground2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
DETAIL #8
B= 2 Ft.
Min. D= 2 Ft.
FROM STA. 41+58 TO 42+02 -Y1- LT
FROM STA. 27+62 TO 27+97 -Y1- RT
SEE DETAIL#3
LATERAL 2’ BASE DITCH
SEE DETAIL#2
SWALE BEHIND C&G
SEE DETAIL #1
FALSE CUT
SEE PROFILE FOR GRADE
SPECIAL DITCH GRADE
SEE PROFILE FOR GRADE
SPECIAL DITCH GRADE
EXTEND
RETAIN AND
2:1Natural
Ground
d
2:
1
( Not to Scale)
Type of Liner= Class B Rip-Rap
DETAIL #33
TAIL DITCH
Natural
Ground
d= 1.5Ft.
42" RCP-III
4
2
"

RC
P
-
I
I
I
42" RCP-III 42" RCP-III
2
4
"

RC
P
-
I
I
I 18
" RC
P-II
I

2
4
"

RC
P
-
II
I
15" RCP-IV
42" RCP-III 42" RCP-III 42" RCP-III
18
" RC
P
-IV

30
" RC
P-I
V
24 " RC P -III
24" RCP-IV15" RCP-III
24" RCP-III
24" RCP-III
18" RC
P-III
15"
RC
P-III
3
6
"

RC
P
-
I
I
I
3
6
"

RC
P
-
I
I
I
15" RCP-IV
2
4
"
R
C
P-
II
I
24" RCP-III
24" RCP-III
15" RC
P-III
15" RCP-IV
15" RCP-III
18" RCP-III
15" R
CP-III
18
" RC
P-III

18
" RC
P-III

15" RCP-IV

15
" RC
P-I
V
15
" RC
P-I
V
30" RCP-V
30" RCP-IV
15" RCP-IV

15
"
RC
P-
IV
42" RCP-III
42
" RC
P
-IV
15" RC
P-IV
15
" RC
P-III
18" RCP-III 18" RCP-III
18
"

RC
P
-
I
I
I

15
"

RC
P
-
I
I
I

18
" RC
P-III
24
"
RCP-III
15
" RC
P-II
I

3
0
"

RC
P
-
I
I
I
15
"

RC
P
-
I
I
I

15" RCP-III
3
0
"

RC
P
-
I
I
I
3
0
"
R
C
P
-
II
I
3
0
"
R
C
P-
I
I
I
15
"

RC
P
-
I
V
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
15" RCP-III
SEE DETAIL#
EST 463 SY GEO
EST 172 TONS
CLASS "B" RIPRAP
TOE PROTECTION W/
EST 37 SY GEO
EST 15 TONS
RIP RAP
CLASS ’B’
EST 21 SY GEO
EST 8 TONS
SEE DETAIL #33
(BANKS ONLY)
CLASS ’B’ RIP RAP
EST 10 SY GEO
EST 3 TONS
RIP RAP
CLASS ’B’
Geotextile
( Not to Scale)
LATERAL BASE DITCH
Natural
Ground 2:
1 D
B
b
Fill
Slope
d
Geotexile
2:1 1"/Ft.
DETAIL #12
*When B is < 6.0’b= 5 Ft.
B= 2 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= Class ’B’ Rip-Rap
FROM STA 22+90 TO 24+60 -Y1- RT
STA 478+20 TO 480+50 -L- LT
BERM DITCH
W/ ELBOW
18" CSP
CONNECTORS
AND ROD AND LUG
15" CSP W/ 2 ELBOWS
EST. DDE 25 CY
SEE DETAIL#8
HEAD DITCH
EST. DDE 9 CY
SEE DETAIL #7
TAIL DITCH
CONNECTORS
AND ROD AND LUG
15" CSP W/ 2 ELBOWS
EST. DDE 20 CY
SEE DETAIL #8
TAIL DITCH
RIP RAP
CLASS ’I’
STA 23+90 TO 25+20 -Y1RPA- RT
BERM DITCH
23+90 -Y1RPA- RT
STA 22+75 TO
BERM DITCH
CONNECTORS
AND ROD AND LUG
15" CSP W/ 2 ELBOWS
SEE PROFILE FOR GRADE
SPECIAL DITCH GRADE
SEE DETAIL#2
SWALE BEHIND C&G
SEE DETAIL, SHEET 2-XX
EST. GEO +/- 106 SY
EST. DDE +/- 125 CY
EST. CLASS I RIPRAP +/- 105 TONS
ENERGY DISSIPATOR BASIN
SEE DETAIL, SHEET 2-XX
PSH
SEE DETAIL, SHEET 2-XX
FLOODPLAIN BENCH
EST 5 SY GEO
EST 1 TON
RIP RAP
CLASS ’B’
EST 19 SY GEO
EST 7 TONS
(BANKS ONLY)
RIP RAP
CLASS ’B’
INV=844.95
INV=843.66
C
H
A
N
G
E I
N
M
A
T
E
RI
A
L
A
P
P
R
O
X.
L
O
C
A
TI
O
N
O
F
12"
V
C
12"
DI
S
O
IL
B
S R 2 405
O LD B EL
E W S CR E EK RD 17 ’ B S T
S
10’ C
O
N
C
S
1S B K D
B
B
C
SS
S
S
S
OIL
GA
TE
M
TL
GATEMTL
S
S
SOI
L
15
" R
C
P
B
G
A
T
E
MT
L
4
8
" C
O
N
C
2
S
B
KD
15
’ B
ST
CON
C
W
WD

DK
BK WALL
G
R
G
R
SOIL
B
B
GR
BLK
WALL
S
OIL
15 " RC
P
3
S
B
W
4
S
B
W
4SBW
4 SB W
4SB
W
4
S
B
W
3SBW
4SB
W
3SBW
60" CMP
18
" C
L
AY
C
O
N
C

H
W
3
0
" R
C
P
42
" RCP
48" CONC
5S
B
W
12
" R
C
P
12
" R
C
P
12
" R
C
P
GR
GR
GR
48" CONC2
S
B
KD
W
60" WW
W/
LT
MTL
B
SOIL
B
SOI
L
15
" R
C
P
15
" R
C
P
(
A
B
A
N
D
)
17’ CONC
D
I
C
ON
C

HW
W
CONC
GR
4
S
B
W
2
4
" R
O
C
K
WA
L
L
WD

D
K
1S
B
K
D
3
6
" C
O
N
C
15
" R
C
P
R
UINS
S
OIL
B
T
T
T
12
" D
I
12
" DI
12 " D I
GR
AU
-
3
5
0
GRAU-350GRAU-350
CAT-1
CAT-1
B
-
7
7
B
-
7
7
B
-
7
7
CAT-1
GRAU-350
CAT-1
GR
AU
-
3
5
0
CAT-1GRAU-350
GRAU-350
CAT-1
TES
TES
TES
TE
S
30" RCP
INV=867.69
INV=872.30
42" RCP
60" CMP
18" CLAY
15"
R
CP
DAN T. WESTMORELAND
LARRY W. WHICKER
JANE W. WHICKER
E
IP
150
.00’
E
XIS
T
ING

R
/
W
E
XIS
T
ING

R
/
W
EIP
EIP
EIP
EIP
DAN WESTMORELAND
JANE WHICKER &
KAREN WESTMORELAND
DAN WESTMORELAND
KAREN WESTMORELAND
DAN WESTMORELAND
DAN T. WESTMORELAND
DAN T. WESTMORELAND
60.00’
E
X
IS
T
ING
R
/
W
E
X
IS
T
ING
R
/
W
EIP
E
IP
DAN T. WESTMORELAND
DAN T. WESTMORELAND
DAN WESTMORELAND
JANE WHICKER &
DAN WESTMORELAND
JANE WHICKER &
CAROL WESTMORELAND
T
O
WN

O
F

WA
L
KE
R
T
O
WN
TOWN OF WALKERTOWN
F
O
R
S
Y
T
H

C
O
U
N
T
Y
FORSYTH COUNTY
2
0’ S
A
NIT
A
R
Y
S
E
W
E
R
E
A
S
E
M
E
N
T
SUSAN K. MORETZ
FREDERICO B. MORETZ
STEPHANIE C. WESTMORELAN
DARRELL T. WESTMORELAND &
STEPHANIE C. WESTMORELAN
DARRELL T. WESTMORELAND &
STEPHANIE C. WESTMORELAN
DARRELL T. WESTMORELAND &
& REALTY CO.
PEGG DEVELOPMENT
SHEET 38 OF 64
PERMIT DRAWING
5-18-14
REVISED
S S SURFACE WATER
DENOTES IMPACTS IN
S
SS
S
S
S
S S
S
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 23A
SITE 23
S
S
S
S
S
SMITH CREEK
SMITH CREEKS
SS
SSS
S
SITE 23B
S S
SITE 28
S S
S
S
S S
SS
S
SSSSS
S
SS S
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

6
/
2
/
2
0
14
u
2
5
7
9
b
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
2
6
.
d
g
n
j
h
a
r
v
e
y
8
/
1
7
/
9
9
26U-2579B
M
A
T
C
H
LI
N
E

-
Y
4
-

S
T
A
.

4
3
+
6
5

S
H
E
E
T

2
5
M
A
T
C
H
LI
N
E

-
Y
4
-

S
T
A
.
5
6
+
6
1

S
H
E
E
T

2
7
NOTE :
1. FOR -Y4EB- PROFILE SEE SHEET 50-51
2. FOR -Y4WB- PROFILE SEE SHEET 55-56
PAVED SHOULDER
4
5
5
0
5
5
I-40 BUS EBL US 421 SBL 26’ BST
STA. 46+00 -Y4- LT
END SBG
STA. 55+50 -Y4- RT
END SBG
I-40 BUS WBL US 421 NBL 26’ BST
F
F
F
F
F
F F
C
C C
C
2GI FS
2GI W/ FLAT GRATE
REMOVE
2GI W/ FLAT GRATE
Conv. OTCB To 2GI
FS
REMOVE FES
2GI
2GI
FS
FS
FS
3:13:1
5’
( Not to Scale)
EARTH BERM
DETAIL #16
STA. 47+93 -Y4- LT
N.G.N.G.
862.0’
2GI-A
RIP RAP
CLASS ’I’
RIP RAP
CLASS ’I’
Natural
Ground
( Not to Scale)
2:1
2:
1 D
B
Fill
Slope
b
LATERAL BASE DITCH
1"/Ft.
DETAIL #3
b= 5 Ft.
B= 2 Ft.
Min. D= 2 Ft.
FROM STA 53+85 TO 54+50 -Y4- LT
15
"

R
C
P
-
I
V

1
5
"

R
C
P
-
IV

15
"

R
C
P
-
I
V

1
5
"

R
C
P
-
III

EST. DDE 5CY
SEE DETAIL #7
HEAD DITCH
SEE DETAIL#27
EST 779 SY GEO
EST 380 TONS
CLASS "I" RIPRAP
TOE PROTECTION W/
Natural Natural
Ground Ground
2:
1
2:1
D
( Not to Scale)
STANDARD ’V’ DITCH
DETAIL #7
Min. D= 2 Ft.
FROM STA. 45+14 TO STA. 45+18 -Y4- LT
RIP RAP
CLASS ’I’
EST 7 SY GEO
EST 2 TONS
RIP RAP
CLASS ’B’
535 SY GEO
EST. 206 TONS
CLASS ’I’ RIP RAP
EST. DDE 235CY
SEE DETAIL#17
TAIL DITCH
EST 7 SY GEO
EST 2 TONS
RIP RAP
CLASS ’B’
EST 21 SY GEO
EST 8 TONS
RIP RAP
CLASS ’B’
SEE DETAIL#6
EST 123 SY GEO
EST 46 TONS
CLASS "B" RIPRAP
TOE PROTECTION W/
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Geotextile
FLATTER2:1 OR
Fill
Slope
F
L
AT
T
E
R
2:
1
OR
DETAIL #27
d= 1 Ft.
Type of Liner= Class ’I’ Rip-Rap
FROM STA. 40+30 TO RCBC -Y4- RT
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Geotextile
FLATTER2:1 OR
Ground
Natural
DETAIL #6
d= 2 Ft.
Type of Liner= Class ’B’ Rip-Rap
FROM STA. 53+05 TO 53+85 -Y4- LT
Natural Natural
Ground Ground2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
Geotextile B
d
DETAIL #17
*When B is < 6.0’
Type of Liner= Class ’I’ Rip-Rap
B= 3.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
FROM STA. 44+68 TO 47+53 -Y4- LT
SEE DETAIL#3
LATERAL 2’ BASE DITCH
MATERIAL
FILL W/ FLOWABLE
GRATE
W/ FLAT
2GI
SEE DETAIL#16
EARTH BERM
SEE DETAIL, SHEET 2G-1
STA 50+00 TO 50+50 -Y4- RT
W/ ROCK PLATING
REVISE FILL SLOPES TO 1.5:1
SHEET 2D-1
SEE DETAIL,
PSH
1
5
"
18"
15"
18"
24"
30"
30"
REMOVE 8’ EXST PIPE 2GI W/ FLAT GRATE
HW
EST 28 SY GEO
EST 11 TONS
CLASS ’B’ RIPRAP
EST. DDE 8 CY
SEE DETAIL #9
TAIL DITCH
PLUG
PLUG
EX DI
REMOVE
2GI
15
"

R
C
P
-
I
V

2GI W/ FLAT GRATE
FES
REMOVE
B
Natural Natural
Ground Ground2:1
2:
1 D
( Not to Scale)
STANDARD BASE DITCH
DETAIL #9
B= 3 Ft.
Min. D= 2 Ft.
FROM STA. 55+83 TO 55+95 -Y4- RT
GRADE TO DRAIN
TRENC
HLESS INSTALLATIO
N 36"
WELDED STEEL
RETAIN
15"
SEE CROSS-SECTIONS FOR RIPRAP PLACEMENT
CLASS II RIPRAP
SEE CROSS-SECTIONS FOR RIPRAP PLACEMENT
CLASS II RIPRAP
MTLSILT IN THIS BARREL
P
L
A
S
T
I
C
5
5
"
3-8’X9’ CONC
15" CMP
D
A
M
D
A
M
PIER
MTL
CONC BLD
MTL
MTL
MTL
60" CHL
GR
WD PIER
1S
F
D
3
6
" C
O
N
C
S
G
R
MTL
MTL
MTL
S
1SFD
POOL
WD DK
S
W
S
S S
S
S
B
C
O
N
C
CANOPYMTL
GR
CONC
S
W/LT
DI
18
"

R
C
P
F
E
S
DI
DI
F
E
S
12
" R
C
P
12
"

R
C
P
FISH HATCHERY
W. E. 847.2
POND
FISH HATCHERY
W. E. 859.7
POND
W. E. 855.7
POND
W. E. 855.6
POND
S
S
96" CHL&3SBW
24" RCP
24" RCP
STONE WALL
18
"
V
C
18"
VC
18" VC
1
8"
VC
1
8"
VC
18" VC
18"
V
C
T
GRAU-350
2
4
"

R
C
P
2
4
"
R
C
P
F
E
S
18
"

R
C
P
F
E
S
18
"

C
M
P
STONE RET WALL
5
5
"

P
L
A
S
T
I
C
I
N
V
=
8
6
1.
5
2
CBCBCB
3-8X9 BARRELS
CUL1CUL2
CUL3CUL5
CUL4CUL6
HW1
CE1
CUL7 CUL8
CUL9
CE2
HW2
CUL10
CUL11
CUL12SILT IN THIS BARREL
HAROLD DAVID HOPKINS, JR.
PATTIE CRANFILL
HAROLD D. CRANFILL
2
0’
S
T
OR
M
S
E
W
E
R
E
AS
E
M
E
NT
P
B
4
2
P
G
13
7
2
0
’
S
T
O
R
M

S
E
WE
R

E
A
S
E
M
E
N
T

P
B

4
2

P
G

13
7
LINDA MAYES HOPKINS
NANCY B. PEGRAM
JERRY M. PEGRAM
RONALD LEE ANGEL SR.
JAMES LEON BERRY
LYNN ANGEL BERRY
20’ SANITARY SEWER EASEMENT
;
;
LAWRENCE E. POPE
SHEET 39 OF 64
PERMIT DRAWING
5-18-14
REVISED
S S SURFACE WATER
DENOTES IMPACTS IN
S
SS
S
S
S
S S
S
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 23A
SITE 23
S
S
S
S
S
SMITH CREEK
SMITH CREEKS
SS
SSS
S
SITE 23B
S S
SITE 28
S S
S
S
S S
SS
S
SSSSS
S
SS S
8
4
0
840
8
4
0
840
840
840
840
8
4
0
840
840
840 840
840
840
840
840
8
5
0
850
850
850
850
8
50
8
5
0
850
850
8
5
0
850
850850
850
850
850
850
850
850 850
850
850
850
850
850
850
850
8
50
8
5
0
850
8
50
850
850
850
850
850
8
5
0
850
850
850
850
850
850
850850
850
850
8
50
8
5
0
850
8
5
0
850850850850 850
8
5
0850 850850
850
8
6
0
8
6
0
8
6
0
8
6
0
860
8
6
0
8
6
0
860 860
860
860
860
860
860
860
860
860
8
6
0
860
860
860
860
860
860
860
8
6
0
860
860
860
8
6
0
860
860
860
860 860
860
860
860
860
860
860
8
6
0
8
6
0
860
860
860
860
860
8
6
0
860
870
8
7
0
8
7
0
870 870
870
8
7
0
8
7
0
870
870 870
870
870
870
8
7
0
870
870
8
7
0
870870
870
870
870
870
870
870
870
870
8
7
0
8
7
0
8
8
0
8
8
0
8
8
0
8
8
0
880
880
880
880
880 880
8
8
0
8
8
0
8
8
0
8
8
0
880
8
8
0
8
8
0
880
880
8
8
0
8
8
0
880
8
9
0
8
9
0
890
890
890
890
890
890
8
9
0
9
0
0
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

6
/
2
/
2
0
14
u
2
5
7
9
b
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
2
6
_
c
o
n
.
d
g
n
j
h
a
r
v
e
y
8
/
1
7
/
9
9
26U-2579B
M
A
T
C
H
LI
N
E

-
Y
4
-

S
T
A
.

4
3
+
6
5

S
H
E
E
T

2
5
M
A
T
C
H
LI
N
E

-
Y
4
-

S
T
A
.
5
6
+
6
1

S
H
E
E
T

2
7
NOTE :
1. FOR -Y4EB- PROFILE SEE SHEET 50-51
2. FOR -Y4WB- PROFILE SEE SHEET 55-56
PAVED SHOULDER
4
5
5
0
5
5
I-40 BUS EBL US 421 SBL 26’ BST
STA. 46+00 -Y4- LT
END SBG
STA. 55+50 -Y4- RT
END SBG
I-40 BUS WBL US 421 NBL 26’ BST
F
F
F
F
F
F F
C
C C
C
2GI FS
2GI W/ FLAT GRATE
REMOVE
2GI W/ FLAT GRATE
Conv. OTCB To 2GI
FS
REMOVE FES
2GI
2GI
FS
FS
FS
3:13:1
5’
( Not to Scale)
EARTH BERM
DETAIL #16
STA. 47+93 -Y4- LT
N.G.N.G.
862.0’
2GI-A
RIP RAP
CLASS ’I’
RIP RAP
CLASS ’I’
Natural
Ground
( Not to Scale)
2:1
2:
1 D
B
Fill
Slope
b
LATERAL BASE DITCH
1"/Ft.
DETAIL #3
b= 5 Ft.
B= 2 Ft.
Min. D= 2 Ft.
FROM STA 53+85 TO 54+50 -Y4- LT
15
"

R
C
P
-
I
V

1
5
"

R
C
P
-
IV

15
"

R
C
P
-
I
V

1
5
"

R
C
P
-
III

EST. DDE 5CY
SEE DETAIL #7
HEAD DITCH
SEE DETAIL#27
EST 779 SY GEO
EST 380 TONS
CLASS "I" RIPRAP
TOE PROTECTION W/
Natural Natural
Ground Ground
2:
1
2:1
D
( Not to Scale)
STANDARD ’V’ DITCH
DETAIL #7
Min. D= 2 Ft.
FROM STA. 45+14 TO STA. 45+18 -Y4- LT
RIP RAP
CLASS ’I’
EST 7 SY GEO
EST 2 TONS
RIP RAP
CLASS ’B’
535 SY GEO
EST. 206 TONS
CLASS ’I’ RIP RAP
EST. DDE 235CY
SEE DETAIL#17
TAIL DITCH
EST 7 SY GEO
EST 2 TONS
RIP RAP
CLASS ’B’
EST 21 SY GEO
EST 8 TONS
RIP RAP
CLASS ’B’
SEE DETAIL#6
EST 123 SY GEO
EST 46 TONS
CLASS "B" RIPRAP
TOE PROTECTION W/
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Geotextile
FLATTER2:1 OR
Fill
Slope
F
L
AT
T
E
R
2:
1
OR
DETAIL #27
d= 1 Ft.
Type of Liner= Class ’I’ Rip-Rap
FROM STA. 40+30 TO RCBC -Y4- RT
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Geotextile
FLATTER2:1 OR
Ground
Natural
DETAIL #6
d= 2 Ft.
Type of Liner= Class ’B’ Rip-Rap
FROM STA. 53+05 TO 53+85 -Y4- LT
Natural Natural
Ground Ground2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH
Geotextile B
d
DETAIL #17
*When B is < 6.0’
Type of Liner= Class ’I’ Rip-Rap
B= 3.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
FROM STA. 44+68 TO 47+53 -Y4- LT
SEE DETAIL#3
LATERAL 2’ BASE DITCH
MATERIAL
FILL W/ FLOWABLE
GRATE
W/ FLAT
2GI
SEE DETAIL#16
EARTH BERM
SEE DETAIL, SHEET 2G-1
STA 50+00 TO 50+50 -Y4- RT
W/ ROCK PLATING
REVISE FILL SLOPES TO 1.5:1
SHEET 2D-1
SEE DETAIL,
PSH
1
5
"
18"
15"
18"
24"
30"
30"
REMOVE 8’ EXST PIPE 2GI W/ FLAT GRATE
HW
EST 28 SY GEO
EST 11 TONS
CLASS ’B’ RIPRAP
EST. DDE 8 CY
SEE DETAIL #9
TAIL DITCH
PLUG
PLUG
EX DI
REMOVE
2GI
15
"

R
C
P
-
I
V

2GI W/ FLAT GRATE
FES
REMOVE
B
Natural Natural
Ground Ground2:1
2:
1 D
( Not to Scale)
STANDARD BASE DITCH
DETAIL #9
B= 3 Ft.
Min. D= 2 Ft.
FROM STA. 55+83 TO 55+95 -Y4- RT
GRADE TO DRAIN
TRENC
HLESS INSTALLATIO
N 36"
WELDED STEEL
RETAIN
15"
SEE CROSS-SECTIONS FOR RIPRAP PLACEMENT
CLASS II RIPRAP
SEE CROSS-SECTIONS FOR RIPRAP PLACEMENT
CLASS II RIPRAP
MTLSILT IN THIS BARREL
P
L
A
S
T
I
C
5
5
"
3-8’X9’ CONC
15" CMP
D
A
M
D
A
M
PIER
MTL
CONC BLD
MTL
MTL
MTL
60" CHL
GR
WD PIER
1S
F
D
3
6
" C
O
N
C
S
G
R
MTL
MTL
MTL
S
1SFD
POOL
WD DK
S
W
S
S S
S
S
B
C
O
N
C
CANOPYMTL
GR
CONC
S
W/LT
DI
18
"

R
C
P
F
E
S
DI
DI
F
E
S
12
" R
C
P
12
"

R
C
P
FISH HATCHERY
W. E. 847.2
POND
FISH HATCHERY
W. E. 859.7
POND
W. E. 855.7
POND
W. E. 855.6
POND
S
S
96" CHL&3SBW
24" RCP
24" RCP
STONE WALL
18
"
V
C
18"
VC
18" VC
1
8"
VC
1
8"
VC
18" VC
18"
V
C
T
GRAU-350
2
4
"

R
C
P
2
4
"
R
C
P
F
E
S
18
"

R
C
P
F
E
S
18
"

C
M
P
STONE RET WALL
5
5
"

P
L
A
S
T
I
C
I
N
V
=
8
6
1.
5
2
CBCBCB
3-8X9 BARRELS
CUL1CUL2
CUL3CUL5
CUL4CUL6
HW1
CE1
CUL7 CUL8
CUL9
CE2
HW2
CUL10
CUL11
CUL12SILT IN THIS BARREL
HAROLD DAVID HOPKINS, JR.
PATTIE CRANFILL
HAROLD D. CRANFILL
2
0’
S
T
OR
M
S
E
W
E
R
E
AS
E
M
E
NT
P
B
4
2
P
G
13
7
2
0
’
S
T
O
R
M

S
E
WE
R

E
A
S
E
M
E
N
T

P
B

4
2

P
G

13
7
LINDA MAYES HOPKINS
NANCY B. PEGRAM
JERRY M. PEGRAM
RONALD LEE ANGEL SR.
JAMES LEON BERRY
LYNN ANGEL BERRY
20’ SANITARY SEWER EASEMENT
;
;
LAWRENCE E. POPE
SHEET 40 OF 64
PERMIT DRAWING
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
26-1U-2579B
6
/
6
/
2
0
14
u
2
5
7
9
b
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
2
6
_
S
I
T
E
2
8
.
d
g
n
j
h
a
r
v
e
y
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
5-18-14
REVISED
12.5 25 50250
PLANS
SMITH CREEK
S S
SITE 28
S S
S
S
S S
SS
S
SS
SSS
S
SS S
STA. 55+50 -Y4- RT
END SBG
F
F
C
2GI W/ FLAT GRATE
Conv. OTCB To 2GI
FS
REMOVE FES
2GI
2GI
FS
FS
FS
2GI-A
1
5
"

R
C
P
-
I
V

1
5
"

R
C
P
-
I
I
I

EST 7 SY GEO
EST 2 TONS
RIP RAP
CLASS ’B’
SEE DETAIL, SHEET 2G-1
STA 50+00 TO 50+50 -Y4- RT
W/ ROCK PLATING
REVISE FILL SLOPES TO 1.5:1
15"
18"
24"
30"
REMOVE 8’ EXST PIPE 2GI W/ FLAT GRATE
HW
EST 28 SY GEO
EST 11 TONS
CLASS ’B’ RIPRAP
EST. DDE 8 CY
SEE DETAIL #9
TAIL DITCH
PLUG
PLUG
EX DI
REMOVE
2GI
1
5
"

R
C
P
-
I
V

2GI W/ FLAT GRATE
FES
REMOVE
GRADE TO DRAIN
TRENC
HLESS INSTALLATIO
N 36"
WELDED STEEL
RETAIN
15"
SEE CROSS-SECTIONS FOR RIPRAP PLACEMENT
CLASS II RIPRAP
SEE CROSS-SECTIONS FOR RIPRAP PLACEMENT
CLASS II RIPRAP D
A
M
D
A
M
PIER
DI
18
"

R
C
P
F
E
S
DI
F
E
S
FISH HATCHERY
W. E. 847.2
POND
24" RCP
24" RCP
2
4
"

R
C
P
2
4
"

R
C
P
F
E
S
18
"

R
C
P
F
E
S
CBCB
;
SITE 28
IN SURFACE WATER
TEMP IMPACTS
IN SURFACE WATER
TEMP IMPACTS
IMPACTS IN SURFACE WATER
IN SURFACE WATER
TEMP IMPACTS
IMPACTS IN SURFACE WATER
SHEET 61a OF 64
PERMIT DRAWING
00
00
1010
1010
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
6
/
2
/
2
0
14
U
2
5
7
9
B
_
H
y
d
_
p
r
m
_
w
e
t
_
x
p
l
_
1
2
_
Y
4
-
5
0
5
0
.
d
g
n
j
h
a
r
v
e
y
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
840 840
850 850
860 860
870 870
880 880
830 830
50+00.0000
840 840
850 850
860 860
870 870
880 880
830 830
50+50.0000
840 840
850 850
860 860
870 870
880 880
830 83051+00.0000
840 840
850 850
860 860
870 870
830 830
51+50.0000
X-462U-2579B
-Y4-
5 10
851.96
S.S. 852.073
0.021 0.021 0.021
D.P. 852.280
4
:
1
- Y4WB -
STA 50+00.0000
851.24
0.021 0.021 0.021
D.P. 851.649
- Y4WB -
STA 50+50.0000
RETAINING WALL
FROM STA. 50+50.00 TO STA. 55+50.00
2.00’
2.00’
850.70
0.021 0.021 0.021
D.P. 851.094
- Y4WB -
STA 51+00.0000
RETAINING WALL
FROM STA. 50+50.00 TO STA. 55+50.00
CLASS II RIP RAP
850.00
0.021 0.021 0.021
D.P. 850.613
- Y4WB -
STA 51+50.0000
RETAINING WALL
FROM STA. 50+50.00 TO STA. 55+50.00
2.00’
CLASS II RIP RAP
SITE 28
IMPACTS IN SURFACE WATER
IN SURFACE WATER
TEMP IMPACTS
IN SURFACE WATER
TEMP IMPACTS
IN SURFACE WATER
TEMP IMPACTS
SHEET 61b OF 64
PERMIT DRAWING
00
00
1010
1010
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
6
/
2
/
2
0
14
U
2
5
7
9
B
_
H
y
d
_
p
r
m
_
w
e
t
_
x
p
l
_
1
3
_
Y
4
-
5
2
5
0
.
d
g
n
j
h
a
r
v
e
y
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
840 840
850 850
860 860
870 870
830 83052+00.0000
840 840
850 850
860 860
870 870
830 83052+50.0000
840 840
850 850
860 860
870 870
830 830
53+00.0000
X-463U-2579B
-Y4-
5 10
849.68
0.021 0.021 0.021
D.P. 850.208
- Y4WB -
STA 52+00.0000
RETAINING WALL
FROM STA. 50+50.00 TO STA. 55+50.00
2.00’
CLASS II RIP RAP
849.27
0.021 0.021 0.021
D.P. 849.878
- Y4WB -
STA 52+50.0000
RETAINING WALL
FROM STA. 50+50.00 TO STA. 55+50.00
2.00’
CLASS II RIP RAP
R/W
849.09
0.021 0.021 0.021
D.P. 849.622
- Y4WB -
STA 53+00.0000
RETAINING WALL
FROM STA. 50+50.00 TO STA. 55+50.00
2.00’
CLASS II RIP RAP
SITE 28
IMPACTS IN SURFACE WATER
IN SURFACE WATER
TEMP IMPACTS
IN SURFACE WATER
TEMP IMPACTS
IMPACTS IN SURFACE WATER
IN SURFACE WATER
TEMP IMPACTS
IMPACTS IN SURFACE WATER
IN SURFACE WATER
TEMP IMPACTS
IMPACTS IN SURFACE WATER SHEET 61c OF 64
PERMIT DRAWING
00
00
1010
1010
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
6
/
2
/
2
0
14
U
2
5
7
9
B
_
H
y
d
_
p
r
m
_
w
e
t
_
x
p
l
_
1
4
_
Y
4
-
5
4
5
0
.
d
g
n
j
h
a
r
v
e
y
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
840 840
850 850
860 860
870 870
830 830
53+50.0000
840 840
850 850
860 860
870 870
830 830
54+00.0000
840 840
850 850
860 860
870 870
830 83054+50.0000
840 840
850 850
860 860
870 870
830 830
55+00.0000
X-464U-2579B
-Y4-
5 10
848.87
0.021 0.021 0.021
D.P. 849.442
- Y4WB -
STA 53+50.0000
RETAINING WALL
FROM STA. 50+50.00 TO STA. 55+50.00
2.00’
CLASS II RIP RAP
848.67
0.021 0.021 0.021
D.P. 849.337
- Y4WB -
STA 54+00.0000
RETAINING WALL
FROM STA. 50+50.00 TO STA. 55+50.00
2.00’
CLASS II RIP RAP
847.68
0.021 0.021 0.021
D.P. 849.307
- Y4WB -
STA 54+50.0000
RETAINING WALL
FROM STA. 50+50.00 TO STA. 55+50.00
2.00’
CLASS II RIP RAP
848.87
0.021 0.021 0.021
D.P. 849.353
- Y4WB -
STA 55+00.0000
RETAINING WALL
FROM STA. 50+50.00 TO STA. 55+50.00
2.00’
CLASS II RIP RAP
SITE 28
IN SURFACE WATER
TEMP IMPACTS
IMPACTS IN SURFACE WATER
SHEET 61d OF 64
PERMIT DRAWING
00
00
1010
1010
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
6
/
2
/
2
0
14
U
2
5
7
9
B
_
H
y
d
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p
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0
.
d
g
n
j
h
a
r
v
e
y
8
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2
3
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9
9
PROJ. REFERENCE NO.SHEET NO.0
840 840
850 850
860 860
870 870
830 830
55+50.0000
840 840
850 850
860 860
870 870
830 830
56+00.0000
840 840
850 850
860 860
870 870
830 830
56+50.0000
840 840
850 850
860 860
870 870
830 830
57+00.0000
X-465U-2579B
-Y4-
5 10
848.97
0.021 0.021 0.021
D.P. 849.473
- Y4WB -
STA 55+50.0000
RETAINING WALL
FROM STA. 50+50.00 TO STA. 55+50.00
2.00’
CLASS II RIP RAP
849.30
0.021 0.021 0.021
D.P. 849.668
- Y4WB -
STA 56+00.0000
S.S. 844.390
1.5:1
849.54
0.021 0.021 0.021
D.P. 849.939
- Y4WB -
STA 56+50.0000
S.S. 844.837
1.5:1
849.87
0.021 0.021 0.021
D.P. 850.284
- Y4WB -
STA 57+00.0000
S.S. 844.895
1.5:1
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