Ashe bridge 8 - proposed change to permit site 1

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O
9
MARY L. R. HARTSOE — — — — — — —
9s
pO 2g 6 ST
OO PN'Rr Pn FO
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R
9g 9S � k
EXEC.
IRLLIAM R.JOHNSON
•
DETAIL A
B SPECIAL
SITE 1 CUT 4' BASE DITCH
t to BA No
N.Nr.I 1 of Front
3 / Ground D Ditch
XII ee II F��ot Sl.pe
Min. D= 1 Ft.
B=4 Ft.
L- FROM STA. 15+25 TO STA. 21+00 LT
TEMP. IMPACTS IN SURFACE WATER
C
PROP. RM/
OIDx'O POSTS ISMTLBUS
¢A�
\ \ i TROMAS`1S.
a� / 1`
\ � 7 _ _ vaa —GR—
ID
ID
+l\\\ \\\ \ 00000oT°o00 l ,1
X \\\ \ 00 0000 `1
\\
3I \
MIKE ELORETH
QIDIANNE ELDRETR
x
IO Qw WELL PK3
Q�/moo
\ 24 IT, FO
ELDRETR
\ �gANNE ELDRETR
/
DENOTES
TEMPO
0"y
IMPACTS
IN SURFAC/Cff/WATER
BY2-15
/
DENOTES
IMPAqTS
IN
SURFACE
WA T R
DETAIL G
CHANNEL STABILIZATION
(Nat I. m.lel Nm i Red
EIevV.non
G— Q t
3.5'KEYfP IN
Geolmdile -I. C
LengM= 0 ft.
e of Liner- IIP-Rap K
R-LRi- - eyed
\
f� ryO\
STA. 18+90 RT
�lp
IMPACTS IN SURFACE WATER / TEMP. WORK PAD & TEMP. -
IMPACTS IN SURFACE WATER
h /
/BENNE Le BARKER
JEANETTE J. BARKER R
R �
ILLARD
/ C /
/
/
RrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 2 OF 7
E. REID CRAIG
KAY G. CRAIG
RETAIN
SYSTEM o
dye
03� IfE IN
m
iC�J1 SPECIAL CUT 4' BASE DITCH / (D\
SEE DETAIL / /
a �pE \ a ♦ / c /
'CO PR'CoPPe288
0 2GI
�J ST, FO GI �pQ
ry F 99,6 IT FO 0 ��
\ �\ `—FAQ _C_ C1NR I
BL-6 I �ENNIE L. B
s wG R — / JEANETTE .
NC 194 221BST RIDG
EUE e8
TL 2 F
�; ��.. \"- non \ — ♦ r � — —_ — — — — ���_���
TAINING WALL P
CLASS II RIP RAP - -
EST.2 TON-- CLASS I n ,P
�e3T40 SY GF E �n I
EST. 40 40 SY GF �-.—JS EST. SY GF �
SITE ` ❑ 15 _.------15 —C CREEK W �F-
Ate-
3 X 12 GNL
TB 3 PIPE OUTLET CHANNEL SITE
STABILIZATION I
SEE DETAIL G CONC
BASKETBALL/TENNIS
COURT
IMPACTS IN SURFACE ATER I TEMP. IMPACTS IN SUR
TEMP. IMPACTS IN SURFACE WATER � ASK COUNTY BOARD OF EDUCATION
WETLAND AND SURFACE WATER IMPACTS
� o
10
E
Lo
r
LL
LLJ
/1=
N
L
W
u O
0
E f AL �
T
CV
AS PER vi
OWNER
J
J w
L Z
PHYLLIS A. p NERLAND =
V
\ I:�
n
\CHEW ER
PERMIT
-- 6 \
FOR -Y- PROFILE, SEE SHEET 7
DRIVE TURNOUT RADII ARE 10' UNLESS OTHERWISE NIJITED
FOR STRUCTURE PLANS, SEE SHEETS S-1 THROUGH S
FOR WALL PLANS, SEE SHEETS RW-01 THROUGH RW-08

z
O
9
MARY L. R. HARTSOE — — — — — — —
9s
pO 2g 6 ST
OO PN'Rr Pn FO
� <kSTN
R
9g 9S � k
EXEC.
IRLLIAM R.JOHNSON
•
DETAIL A
B SPECIAL
SITE 1 CUT 4' BASE DITCH
t to BA No
N.Nr.I 1 of Front
3 / Ground D Ditch
XII ee II F��ot Sl.pe
Min. D= 1 Ft.
B=4 Ft.
L- FROM STA. 15+25 TO STA. 21+00 LT
TEMP. IMPACTS IN SURFACE WATER
C
PROP. RM/
OIDx'O POSTS ISMTLBUS
¢A�
\ \ i TROMAS`1S.
a� / 1`
\ � 7 _ _ vaa —GR—
ID
ID
+l\\\ \\\ \ 00000oT°o00 l ,1
X \\\ \ 00 0000 `1
\\
3I \
MIKE ELORETH
QIDIANNE ELDRETR
x
IO Qw WELL PK3
Q�/moo
\ 24 IT, FO
ELDRETR
\ �gANNE ELDRETR
/
DENOTES
TEMPO
0"y
IMPACTS
IN SURFAC/Cff/WATER
BY2-15
/
DENOTES
IMPAqTS
IN
SURFACE
WA T R
DETAIL G
CHANNEL STABILIZATION
(Nat I. m.lel Nm i Red
EIevV.non
G— Q t
3.5'KEYfP IN
Geolmdile -I. C
LengM= 0 ft.
e of Liner- IIP-Rap K
R-LRi- - eyed
\
f� ryO\
STA. 18+90 RT
�lp
IMPACTS IN SURFACE WATER / TEMP. WORK PAD & TEMP. -
IMPACTS IN SURFACE WATER
h /
/BENNE Le BARKER
JEANETTE J. BARKER R
R �
ILLARD
/ C /
/
/
RrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 2 OF 7
E. REID CRAIG
KAY G. CRAIG
RETAIN
SYSTEM o
dye
03� IfE IN
m
iC�J1 SPECIAL CUT 4' BASE DITCH / (D\
SEE DETAIL / /
a �pE \ a ♦ / c /
'CO PR'CoPPe288
0 2GI
�J ST, FO GI �pQ
ry F 99,6 IT FO 0 ��
\ �\ `—FAQ _C_ C1NR I
BL-6 I �ENNIE L. B
s wG R — / JEANETTE .
NC 194 221BST RIDG
EUE e8
TL 2 F
�; ��.. \"- non \ — ♦ r � — —_ — — — — ���_���
TAINING WALL P
CLASS II RIP RAP - -
EST.2 TON-- CLASS I n ,P
�e3T40 SY GF E �n I
EST. 40 40 SY GF �-.—JS EST. SY GF �
SITE ` ❑ 15 _.------15 —C CREEK W �F-
Ate-
3 X 12 GNL
TB 3 PIPE OUTLET CHANNEL SITE
STABILIZATION I
SEE DETAIL G CONC
BASKETBALL/TENNIS
COURT
IMPACTS IN SURFACE ATER I TEMP. IMPACTS IN SUR
TEMP. IMPACTS IN SURFACE WATER � ASK COUNTY BOARD OF EDUCATION
WETLAND AND SURFACE WATER IMPACTS
� o
10
E
Lo
r
LL
LLJ
/1=
N
L
W
u O
0
E f AL �
T
CV
AS PER vi
OWNER
J
J w
L Z
PHYLLIS A. p NERLAND =
V
\ I:�
n
\CHEW ER
PERMIT
-- 6 \
FOR -Y- PROFILE, SEE SHEET 7
DRIVE TURNOUT RADII ARE 10' UNLESS OTHERWISE NIJITED
FOR STRUCTURE PLANS, SEE SHEETS S-1 THROUGH S
FOR WALL PLANS, SEE SHEETS RW-01 THROUGH RW-08