ST1002-CS090416(10/13/2011) Keith Marvin - Bethel Road Page 1
From:
Keith Marvin
To:
nicbuyme @gmail.com
Date:
4/16/2009 1:42 PM
Subject:
Bethel Road
Attachments:
540 W. Bethel.pdf
Attached is a PDF file showing the roadway improvements adjacent to 540 W. Bethel Road.
Please feel free to call me with any questions.
Keith Marvin, P.E.
Project Engineer
(972) 304 -3681
�r-0
�0
D O
O
Qo
O
OU)
Qom
0
o
N J
LLJ a_
Q
_j a
to
a�
.a
L I
(li
J
I
U i2
� Z
(n Q
N
_j p COY)
Lo
c�zo
o
�r-4r �
0 0
0
U U m LLJ
Date: Jun 08, 2007 - 8:50am User: drp File: N: \if \Drawings \CV- TRT- PP- PAVE02.dwg
v it -,r C�
I m
LUILUIIVI_
I
MILDRED LOUISE
ALEATA M. WOOLEY
I
I z
z,
GOODWIN V.
V.2000249, P.4826
1
WILLIAM MARK HARWELL
I FT]
I
z z
79108, P.727
D. R. D.C.T.
AND JAMES TODD
F_
w�
�w °�
D. R. D.C.T.
540 BETHEL
I
HARWELL V.97076,
m
I
N
v o �N
oZ • �Z
544 BETHEL
Z
P.3700
'�
�
��a-N °w
o�
SAWCUT AND MATCH 620 LOCH LANE
4 -10x5 ' MULTIPLE BOX
`
I
w
N¢ w Z o
RELOCATE
MAILBOX
J
EXISTING PAVEMENT
CONSTRUCT CONC. B U I L D I �, ,
CULVERT TO BE CONSTRUCTED
_. °
I
I
w o w= U a
o w
U w M o
REMOVE 48 RCP
HEADER
I UNDER SEPARATE CONTRACT
I
REMOVE
_
+ Q � �
�Q�w m
LLJ Q)
REMOVE EXISTING
I
J
=
V
I�
I CIO CIE
DAYLIGHT LINE
06
P
BRICK WALL
15 RCP
of ��
I 0
10 20 40
� Z Z��w
O o o o
�' o o
�'
o
»
INLET AND 36 CMP
0
a- -
I + o TO BE REMOVED
o
,i
Q
�,, „
I
SCALE I N FEET
o v) E Z o ,,
o o o v , N Q
I°
�
POWER POLE TO BE
J
"! rn �,
1 .40
0 LOWP� -
Z = »w
LLJ c°�
�'
o
REMOVE &RELOCATE Q-
'' ^
cn POWER POLE TO BE
12 PEC
_-
REMOVE 36" CUP
l c�
REMOVED BY OTHERS
�
4 00' j E R R
FIRE HYDRANT (n
M REMOVED BY OTHERS
°
�
R 0 N
IR�s
PROPOSED ROW
TO
C5 �;
T E H ONE
S E R
I �°
m
�. CMP
P� UE G R E N D o G R!� \/F REMOVE 36 I+
G R O D FOUND G BRICK C 0 C R ET +
®
8 WA
TO BE RE M�1�FF/� _
�
P
WM
_
�HR _ _ _RUBS - --
\� G� RA EL
� —
T
-
= o
-
a
M
T
- —
TELEPHONE
PF' j
T
\�
T T
T- if
2 -1 HA K
SPE
-- _
a
!i ° O
. �,o 0
QS
��
-- �
y
-
O
5 N N Cfl
V;NO(N
ld >
Li
/ �
�
„
!// i ll
�� °��
5'
YP.� - 7/9+00
� ��J /10 2 PEA / AN N.
�,
1 i
Li
N l�
ED
a O N I
N O
. Is N^ �
�
Li �0 4 0'28 " E
89' '
I
RELOCATE MAILBOX
- _
-
�,
TELEPHONE MANHOLE N89'2 04 E
-
_ ,_LI
-
_
I l� =
N ..
y o o v
��
J I
ASPHALT ROAD 10'R (TYP.)
,,, B THEL
n
RO
TO BE REL OCA TED
BY OTHERS ASPHALT
_ X _
- -
1 SS
- -
-
Z (/�
I
Z v i a, I
0
`�
SS
EX. 1 2" S ROAD
+I
o X
l� U
�?
5.50' SIDEWALK N
M
HACK 00 1 2" HACK
SI N
II RELOCATE MAILBOX
=
° a Lo,
Z
/
(/) Q G G G G- - H 0
=
I L_
I
- u
- -
- o E E
- - - -
- - --
P P O E
E E E E„
2 -8 HACK'
E
S AS 1 n�
— E
2 -6
L
ASH
Q
0
a
„
�3 IRON
ROD FOUND
- _
ASPH L-
a
-12 IA(
_ -
_ -
�V - - - - - c
3-1 ACK
_ — _ = _
I vv
2 -8"
CK
—
30" HACK
ADJUST EXISTING MANHOLE
REMOVE EXISTING
I I
z
3 IRON 0" H C K
REMOVE ROD FOUND
ADJUST EX WATER VALVE
1 2"
HACK O
U
D
a
I
co)
PAVEMENT.
c Q TO PROPOSED
(TYPICAL) N
GRADE.
rn Q
v
EXISTING TREES 3 - 1 2 HAC COkTROL POINT 12 1�
COTTON TO PROPOSED GRADE
„
ASH
N_ 7, 033, 504.59 `�
DA YL IGHT L INE
I
0
0
12 HACK E=, 26, 1 1.92 ��
(/)
0
DAYLIGHT LINE
Q
„
0 20 COTTON
I
Z
+
BENCHMARKS
14" HACK O
I
0
B. M. 5
BOX CU T ON TOP OF MEDIAN
CURB
2X14" BOIS D'ARK o
o 12" ASH
U
w
J Q
NOSE AT THE INTERSECTION OF
CAUT /ON!!!
CAMILLE JURASZEK
18" C TON CITY OF COPPELL
VOL. 2003094 PG. 797, D.R.D.C.T.
I
LL_
0 Q Q
BETHEL ROAD, AND FREEPOR
PARKWAY APPROXIMATELY 30
T
FEET
EXISTING UNDERGROUND
UTILITIES VOL. 9 91 0 0,
D. R. D.
P G. 6 7 4
C. T. CONTROL POINTS
O
51 1 BETHEL
I
SCALE:
_j
~
(./)
=
NORTH OF CENTERLINE INTERSECTION
ELEVATION = 515.19
IN AREA. CONTACT UTIL I TIES 48
HOURS PRIOR TO CONSTRUCTION
545 BETHEL PT STATION OFFSET NORTHING
EASTING DESCRIPTION
HORIZ: 1 =20
w
Q
SW BELL: 1 -800- 395 -0440
10 8 +32.53 39.04' LT 7,033,558.64
2,425,986.15 END CONC
VERT 1 "= 4'
0
z _j 0
a
TXU ELECTRIC: 1 -800 -242 -9113
U
Q Li
GAS: 1 -800- 344 -8377
o
J
_
Li
X1- 0
PRnPngFQ LEFT Tnt
}
z
LLJ O
510
510
U
+
o.s
Z
0 . 5 0%
0
(0
``
-
U
Q
a
cn
505
EX
TING
GROUND
0
EFT HOC
�
505
CN
a
N
oc
Lo LOW
PINTEEV=
9.1
+
LLI
,1;
OW POINT
TA = 9 +00
_
���1
L�J
0
500
0
D- -
1-00
tj
500
IM
O
X. /
K =
5.00
LL
+
ATf: R
55.0
' VC
ro
Ln
<
_
0
_
H
N
cn
3
�
Q
�
o O
z a
\
N
N
o LLj
>
Lo
(D
CD
M1
00
00
�
�
CU
M
N
�
N
(o
�
�
tD
�
O
O
f
C
IO
SD
o "
w
�=
a
w
0
a 495
0
Lo
Li i
Ln
Ln
�
Lo
4 9 5
o
0
0
a
I
a
w I
I
a
o
z
J
RIG
T TO
w>
� U
—
510
—
—
—
0.5
�
—
510
m
_
o%
aO
Ekl5TING,
--
00
CROIJ(VD
6)
RIGHT
ROW
—
Oc,
O t)
a 505
505
�o-0
N
-
Ln L
W POINT EEV
= 509.113+
`�
F'Vi S/A
= 9 +OU
�,
`) C U)
PI /l Cl Cl/
I VI LLL V
_- F/1LI
JVJ'.
A_ n_
�K=
1.nn-
,
X /�
5.00
J
-
AT2 R
55. D
' VC
a
U
w
(D
r7
cn
_
}
L
CU
r
(�
00
�
(D
N
00
N
(f)
00
_
O7
O
° z
> O
�
cn
07
O
495
Lo
Lo
Ln
�
495
Lo
Ln
L
Ln
SHEET
PV -2
6 +00
7 +00
8 +00
9 +00
10 +00
11+00
90% SUBMITTAL
SEQ. 16 OF 138
Date: Jun 08, 2007 - 8:50am User: drp File: N: \if \Drawings \CV- TRT- PP- PAVE02.dwg