HomeMy WebLinkAboutDrawingsC14
O
1-�
ZZ
00
z
0
0
a -
z
a_
0
w
L.Li
q.
0
'7
0:)
C11
F-
M
m
x
LLj
a_
Ld
0
rr
LLI
00
C-4 Qfl
rl) Lmj
00
-11
---mm�-Bleyl & Associates
Nk C
N,
�u
v 4—
........ .
\ \`\• \\ \ \' Yf3`€, // •'�Ss'r \ \` • `\\ '\`_ `�`-.
`-4
N
'14
SCF
scr
SCF WOW
/ , ! i h : \ \� EXIST TEMPORARY
GRAVEL TURN -AROUND
PROP 24"
-=,i{ <;�Fqt`` CORRUGATED cp 0 25' 50, 100, 200'
/ / r \ \ _ j - STEEL PIPE
CIE..
Sk
260
I
Z
alog
OD -46
ug,
NIP 'CF
01
ms"mm
6615;
�Ab
C,
6 , odn�
v
/ x/ ..._ - \ J / `� stn. x'r.Y Jay �• \ 7-1
`' s0, ♦ ?; \
C�-
-2\
X N 20'EME A
Ef)
ENCY
04 268. ACCESS
Ik N
2690 Or 1254-
N
-200
256—
A
—257-
61
.5%
G
J
Ogg
(D
Ica A
X
2
METAL T -POST
AS REVD. TO MAINTAIN.
C)
-0
HAY BALE
NOTE:
HAY BALES ARE USED TO DETAIN
AND/OR FILTER SEDIMENT -LADEN
crj v1C%j
(0 C C",
RUNOFF. THE PROTECTION ALLOWS N Cv
C14 101 Al� VIO
C�
SEDIMENT TO SETTLE PRIOR TO i I
DISCHARGE INTO A STORM DRAIN
INLET OR CATCH BASIN.
Z
EROSION CONTROL ALONG DITCH
®rm,!�p,
NOT TO SCALE f EXIST 12'W GRAVEL
DRIVEWAY
VARIES
--6!--MIN;DEPTH STONE
(ASTM D448, 3- TO
5� DIAMETER) OVER100
GEOTEXTILE FABRIC 50. TO
E7 �LyV'OU
FOOTAGE. T METAL T POST
WITH SAME SQUARE AS REQ -D. TO, 1;�INTAIN
I
SPACED 6' APART
EXISTING STREET
SECTION A—A
GEOTEXTILE
FABRIC
SUBGRADE
MIN 12' SHALL BE FULL
WIDTH OF SITE ENTRANCE
NOTE:
DRESS WITH ADDITIONAL
STONE AS NEEDED. STONE
IS TO BE MAINTAINED SO
AS TO PREVENT
CONSTRUCTION TRAFFIC
FROM TRACKING MUD ONTO
ADJACENT PUBLIC STREETS.
CONSTRUCTION EXIT SILT CONTROL
NOT TO SCALE
Bleyl & Associates
SILT FENCE AND/OR
HAY BALES TO BE
USED IN AREAS OF
DRAINAGE FLOW.
NATURAL
4"X4!' MIN. TRENCH
-2"X4" WIRE MESH
FASTENED TO T=POST ` '} / / f �'\ /v \ ` }' '\ / /•
EXIST FH P,
r.
AE
SEDIMENT CONTROL FABRIC
FASTENED SECURELY TO
PROP 8'
T -POST & WIRE MESH
GRAVEL DRIVE
8" OF FILTER FABRIC TO EXTEND WIDENING
INTO A TRENCH AND BE ANCHORED
WITH COMPACTED BACKFILL
ALLOW 2.5' TO 5' AT TOE OF SLOPE
FOR SEDIMENT TO ACCUMULATE.
ALIGN FENCE ALONG SLOPE CONTOURS.
014 OF FLOW
DIRECTION \+, 15' ACCESS EASEMENT
n -r
4
OE
XE
RCP WITH SAFETY oe
PROP 35 LF 12 OE OE
4"
20END TREATMENTS SEE DETAIL ST2-02
"
SANDSTONE DR
w "mow w
W W
SILT CONTROL FENCE
NOT TO SCALE
/ i
OF
op
553
�slON
10328
FILE NAME:
SHEET:
01 OF: 01
P 2 6
u
ENGINEER61W-
>gw
zo
10 IC11-1
uj
mm r- m CO
a. co a. co
m
0
O0 co
co
00
4=J
w
9
aE
$
Cq R` co
.V
a)
0)
(0
NZco
00
w
w
0
cu
2
Z
-j
O
Fi
CD
w
H
w
0
v-
Cr.
a.
N
>
W
t
w
@gwz
(1)
-:07
CC vu 0
0 IZ:=:,R
0
m
0 LL
to
0-
o vu) �
(COO (00
M N C-4
C-4
CO 0) 0)
-N..
z
Z
3:
z
Z
it
w
0
2
X
W
Z
0
5.:
M
Lu
rn
W
0
¢-1
j
0
COL'
(L
0.
C%l
ix
Lu
W0
UJ w
-o w 8
m
co
N r
w
W UJ C4
0. Lu
OF
op
553
�slON
10328
FILE NAME:
SHEET:
01 OF: 01
P 2 6
u
ENGINEER61W-
>gw
zo
10 IC11-1
mm r- m CO
a. co a. co
m
0
O0 co
co
00
4=J
w
9
aE
$
Cq R` co
.V
a)
0)
(0
NZco
00
w
w
Z
cu
2
z
w
-j
O
CD
w
u--
0
0
v-
Cr.
a.
N
15
W
t
w
@gwz
(1)
-:07
CC vu 0
0 IZ:=:,R
0
m
0 LL
to
0-
o vu) �
(COO (00
M N C-4
C-4
CO 0) 0)
OF
op
553
�slON
10328
FILE NAME:
SHEET:
01 OF: 01
P 2 6
u
ENGINEER61W-
O
LO
V
0
N
11�
ZZ
00
z
Q
0-
0
of
W
W
0
0-
z
_j
ir
it
0
a -
co
N
O
M
3:
X
U)
Q_
it
0
_j
co
C14
V)
0
N
C
Bleyl Associates.
r
R30'
XL
_ -l' 1 \ • `�.• -:? ' � / , y i :�,, ./-' � / �.zit; ���r t �Ys�'x�r \ \--'--
N.,
ob
A)
R30"
R253.5'
- 011
Y4+00
R340'\
T• +C
EXIST TEMPORARY -245
GRAVEL TURN -AROUND PROP 24"
1 . %/� i' t I I� 1 i Z ���' �� of ! ' a 7 R190'246. CORRUGATED
"V 1/
STEEL PIPE 0 25! 50' 100, 1: 200'
r - , , 1:
1!!50
MKIV
2,50
W
�10
251
R 25Z A R200'
X
E.
r
24
j
24
1 -Tv
X
7-
RON),
amn -248
0ii
LEGEND -249
B
/ / ° <'S�\ — _ _ ,� � ' �"' %_ 250 i — µ \ \
CT—
PROP EMERGENCY ACCESS
13
2,51-
20'EMERGENCY _252—
EXISTING GRAVEL ROAD ACCESS
253-
X
R100'
00 _254—
GENERAL NOTES I'\ \\ 4
_255-
1. Emergency Access driveway must consist of six inches (6") of limestone base with one -course seal
R100'
for
Edition, Item 316.
L
coat as specified in the Texas Department of Transportation Standard Specifications —256
Construction of Highways, Streets and Bridges, 1993 Editi
2. Emergency Acces riveway- U
s d m st,b,
gated or protected from public usage an signed for
"U
257—
emergency access only.
% , N
11b,
EXIST 12' GRAVEL DRIVE 0
/+
MR
EXISTING
L
20'
EXIST 12! GRAVEL DRIVE &WIDENING R501 /_Y
ONE COURSE SEAL COAT
z
(SEE NOTE 1) --
C\1
% ov
3 3%
RC\l
(0
C\1
I'M -
BLADE OVER EXISTING 12' GRAVEL DRIVE I 1 6 N� " 00 CV
0 to
AND WIDEN TO 20'CROWNED. C14
IN
O 6- LIMESTONE BASE (95% MOD. ASTM -D 1557)
PROPOSED 4q at rli 11
*0011
SECTION C -C
:?-I 'S-�
'g -a"".
12
R160'
20' EXIST 12'W 'RAVEL
ONE COURSE SEAL COAT DRIVEWAY
C E 1) of
%
3 3%_ L
_LHE-E... - I
v
EXIST FH
SECTION B -B
N
PROP 8' +
GRAVEL DRIVE
WIDENING oe
lei
C z C
Bleyl & Associates
STEEL PIPE @ 0.50/6
SECTION A -A
TYPICAL SECTIONS
NOT TO SCALE
15'ACCESS
PROP GATE
R25'
/Z
PROP SIGN
V R5-11
PROP 35 LF 12" RCP WITH SAFETY or
END TREATMENTS SEE DETAIL ST2-02
_j
SANDSTONE DR
811 WZ
co P 0 U
P- M CO
O.000-2
8 co
. "?
Z LL
E
Cto CD
CM- 2 W —
CM z M W
9 rM4 cc 0 CD z W
CIM) C: a
co z
W
C
06 z
0
Q)U)
W
LL
0
0-
4-
C� 0
C�3 W W a
a&i Collvw
ti
IX OD 0
0 j�U) _7 :C � Ulm
0 LL U_
CL Zq
EL Co C-4 (0 to
CO ST,
J8
Ld
CL
.j
UU))
C%l
t3
WUj
< I— � co
Q0
LE
LE
=0
0
W7,05
Z _j
Cr
Ll
P 0
zEM,UDj
(D
Lr-,Jj W
bul 5=3 0 4 O�
Z
z
< Uj 0 —::�! to
ow 06 � 0m
0=
20
oui
X
W
Qco
Uj
_Ujj
>W:
UI)L 0 t;d
< 9-j
W
NSC
co C-�
Uj
>
W
Z
NJ
W
CD
Z
0
W
IL
<
04
J LU
D
W
W
UO. WON
W apt<L
0:Q
g 52-
�
W wlm
C4
W t-
811 WZ
co P 0 U
P- M CO
O.000-2
8 co
. "?
Z LL
E
Cto CD
CM- 2 W —
CM z M W
9 rM4 cc 0 CD z W
CIM) C: a
co z
W
C
06 z
0
Q)U)
W
LL
0
0-
4-
C� 0
C�3 W W a
a&i Collvw
ti
IX OD 0
0 j�U) _7 :C � Ulm
0 LL U_
CL Zq
EL Co C-4 (0 to
CO ST,
J8
s
OF
99353
!01`e"-4*i1#C E 14 S
__ — I PROJECT NUMBER
=_1W W W
10328
` I FILE NAME:
SHEET:
__...0j_0R__Q1
COMPILIANC
OF OF 2 Q ZQRI��
COLLEGE STATION
ENGINEERING
CL
.j
UU))
C%l
t3
WUj
< I— � co
Q0
LE
LE
=0
OIJ
W7,05
Z _j
Cr
Ll
P 0
zEM,UDj
(D
Lr-,Jj W
bul 5=3 0 4 O�
Z
aXCL
< Uj 0 —::�! to
ow 06 � 0m
0=
20
oui
X
W
Qco
Uj
_Ujj
>W:
UI)L 0 t;d
< 9-j
W
NSC
co C-�
Uj
>
W
s
OF
99353
!01`e"-4*i1#C E 14 S
__ — I PROJECT NUMBER
=_1W W W
10328
` I FILE NAME:
SHEET:
__...0j_0R__Q1
COMPILIANC
OF OF 2 Q ZQRI��
COLLEGE STATION
ENGINEERING