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27" P
IPE
8" SEWER
24" SEWER
6" C.I.
6" C
.I.
8" V.C.P.
8" V
.C.P
.
27" S
EW
ER
(H
ICK
OR
Y C
RE
EK
IN
TE
RC
EP
TO
R
SANITARY SEWER FORCE MAIN
SAN SEWER FORCE MAIN
SA
N S
EW
ER F
ORCE M
AIN
10" FORCE MAIN
10" SAN. SEWER
10" FORCE MAIN
12" W
AT
ER
8" WATER
8" WATER
8" W
AT
ER
8" WATER
FIB
ER
OPT
IC C
AB
LE
8" S
AN
ITA
RY
SE
WE
R
8" S
AN
ITA
RY
SE
WE
R
8" S
AN
ITA
RY
SE
WE
R
8" SANITARY SEWER
8" S
AN
ITA
RY
SE
WE
R
6" SANITARY FORCE MAIN
12" WATER
12" WATER
12"
WA
TE
R
12"
WA
TE
R
6"
WA
TE
R
6"
WA
TE
R
6"
WA
TE
R
6"
WA
TE
R
6"
WA
TE
R
30" R
CP
30" R
CP
27" SANITARY SEWER
(HICKORY CREEK INTERCEPTOR)
27" SAN. SEWER
8" S
AN
. SE
WE
R
8"W
14"W
14"W
12" W
14"
W
8"
C.I
. W
20" W
AT
ER
8" V.C.P.
24" SANITARY SEWER
(HICKORY CREEK INTERCEPTOR)
36" C
AS
ING
21" SEWER (HICKORY CREEK INTERCEPTOR)
24" S
S
42" CASING
8" S
S
8"SS
8"S
S
GA
S
66"RCP
42"RCP
36"RCP
24"R
CP
21"R
CP
10" SS
21"R
CP
FIBER OPTIC CABLE
27"RCP2-8’x3’ RCB
1-8
’x3’
RC
B
1-8
’x3’
RC
B
3-6
0"C
MP
21" RCP
12" W
12" W
12" W
8" W
8"SS
8"SS
SS
8" SS
24"
RC
P
60" R
CP
G R A Y S O N C O U N T YC O O K E C O U N T Y
CO
LL
IN
CO
UN
TY
WI
SE
CO
UN
TY
D A L L A S C O U N T
T A R R A N T C O U N T Y
CO
UN
TY
LIN
E R
OA
DT
o D
ecatu
rT
o M
onta
gue
To
Decatu
rT
o F
air
vie
wT
o R
ho
me
To Haslet To Fort Worth To Fort WorthSouthlake City Limit NORMAL POOL ELEV 535.0’
SPILLWAY ELEV 560.0’
Co
un
tyL
ine
Ro
ad
Celina
City
Limit
To WhitesboroTo Oklahoma City
CARROLLTON
POP 40,595COPPELL
POP 3,826
WESTLAKE
POP 214
U.C
.
U.C
.
U.C
.
U.C
.
U.C
.
U.C
.
U.C
.
U.C
.
U.C
.
U.C
.
PA
RK
ING
AN
TE
NN
A
W/S
610.6
W/S
611.4
W/S
605.9
TA
NK
TA
NK
W/S
604.8
U.C
.
U.C
.
PO
OL
W/S
605.1
PIP
E
546
548
548
550
550
550
552
552
552
552
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556
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56
2
562
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608608
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612
614614
614
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614
614614
614
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616
616616
616
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618
618618
618
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622622
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636638
638
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605
609
552
550
549
548
552
556
557 5
73
548
547
545
544
573
574
575
IH 35 E
STATE SCHOOL RD.
ROBINSON RD.
PROPOSED RD.
PROPOSED RD.
FM2181
FM
2499
DENTON
STATE SCHOOL
BRIARCLIFF
ESTATES
WINBLETON
VILLAGE
OAKMONT
WYNSTONE
LAKE SHARON
ESTATES
BRYANT
BRANCH
PARK
LEGEND
1,000 - 2005 ADT
1,000 - 2025 ADT
2,800
4,900
2,000
3,600
1,400
2,600
100
200
9,3
00
16
,70
0
9,4
00
16
,90
0
800
1,500
9,3
00
16
,70
0
3,000
5,300
4,900
8,800
12
,00
0
21,4
00
3,500
6,200
2,300
4,200
200
400100
200
17,7
00
31
,60
0
100
200
2,900
5,200
4,200
7,500
5,900
10,500
700
1,300
700
1.300
700
1,300
5,900
10,500
4,600
8,200100
200
6,1
00
10
,90
0
4,600
8,200
4,600
8,200
4,4
00
7,9
00
4,200
7,500
4,8
00
8,7
00
4,8
00
8,7
00 100
200
4,600
8,200
Cemetery
Old Alton
PA
CIF
IC
SH
AD
Y
Shiloh
SHORES
DentonStateSchool
5.6
8.6
2181
C
DENTON
CIT
Y
LIM
IT
Cem
UNION
DENTON
SO
UT
HE
RN
FM
24
99
, S
TA
. 8
+1
9.6
5
PO
TT
ER
Y T
RIA
L,
EA
ST
BO
UN
D
FM
24
99
, S
TA
8+
88
.16
PO
TT
ER
Y T
RA
IL,
WE
ST
BO
UN
D
FM
24
99
, S
TA
. 1
0+
36
.73
PR
OP
OS
ED
10’x
6’
RC
B C
UL
VE
RT
FL
= 5
49.5
0
FM
24
99
, S
TA
. 1
7+
67
.40
PR
OP
OS
ED
3-1
0’x
6’
RC
B C
UL
VE
RT
FL
= 5
57
.50
FM
24
99
, S
TA
. 4
1+
19
.38
LA
KE
SH
AR
ON
DR
IVE
FM
2499, S
TA
. 47+
20.6
8
PR
OP
OS
ED
RO
AD
FR
OM
WH
AT
LE
Y P
LA
T
FM
2499, S
TA
. 70+
01.7
4
PIN
E H
ILL
S L
AN
E
FM
2499, S
TA
. 81+
42.6
7
PR
OP
OS
ED
3 -
4’x
2’
RC
B C
UL
VE
RT
S
FL
= 6
04
.34
FM
2499, S
TA
. 88+
40.0
0
PR
OP
OS
ED
4 -
6’x
4’
RC
B C
UL
VE
RT
FL
= 6
04
.85
FM
2499, S
TA
. 97+
69.6
5
PR
OP
OS
ED
2-8
’X3’
BO
X C
UL
VE
RT
S
FL
= 6
12
.70
FM
2499, S
TA
100+
.79.4
2
PR
OP
OS
ED
8’x
3’
RC
B C
UL
VE
RT
FL
= 6
13.7
1
FM
24
99
, S
TA
. 1
25
+4
5.8
2
ST
AT
E S
CH
OO
L R
D
FM
24
99
, S
TA
. 1
37
+4
2.5
8
PR
OP
OS
ED
6 -
10’x
5’
RC
B C
UL
VE
RT
FL
=5
96
.95
FM
24
99
, S
TA
.14
8+
49
.21
BR
IGH
TE
N R
OA
D
FM
2499, S
TA
. 99+
21.5
7
PR
OP
OS
ED
2 -
8’x
3’
RC
B C
UL
VE
RT
FL
= 6
13
.16
EXISTING GROUND
ALONG EAST ROW LINE
EXISTING GROUND
ALONG EAST ROW LINE
EXISTING GROUND
ALONG EAST ROW LINE
EXISTING GROUND
ALONG EAST ROW LINE
EXISTING GROUND
ALONG WEST ROW LINE
EXISTING GROUND
ALONG WEST ROW LINE
EXISTING GROUND
ALONG WEST ROW LINE
EXISTING GROUND
ALONG WEST ROW LINE
(+) 0.77%
(+) 6
.00%
(+) 6
.00%
(-) 2.00%
(-) 2.00% (+) 2.81%
(+) 2.81%(-) 1.17%
(-) 1.17% (+) 2.08%
(+) 2.08% (-) 2.01%
(-) 2.01% (+) 1.72%
(+) 1.72% (-) 1.06%
(-) 1.06% (+) 1.04%
(+) 1.04%(+) 0.51%
(+) 0.51%(+) 1.58%
(+) 1.58% (-) 3.36%
(-) 3.36%(+) 1.32%
(+) 1.32% (-) 0.50%
(-) 0.50% (+) 1.18%
(+) 1.18%(+) 0.52% (+) 0.52% (-) 0.50%
(-) 0.50%(+) 2.33%
(+) 2.33%
(+) 4.81%
(+) 4.81%
(-) 2.65%
(-) 2.65%
(-) 1.47%
(+) 2.00%(-) 0.50%
(-) 1.50%
(-) 2.36%
(-) 2.36%(+) 1.35%
(+) 1.35% (-) 1.14%
(-) 1.14% (+) 2.35%
(+) 2.35%
(+) 0.77%
FM
24
99
ST
A.
10
0+
42
.45
RO
BIN
SO
N R
OA
D
100 WSE
615.90
100 WSE
605.39
(-) 1.47%
(-) 4.87%
(-) 4.87%
(-) 0.35%(-) 0.35% (+) 0.35%
(-) 0.35%
(-) 0.35% (+) 1.11%
(+) 1.11%(+) 2.00%
100 YR WSE
555.76
100 YR WSE
564.57
FM
2499, S
TA
. 0+
32.3
6
EX
IST
ING
30
" R
CP
CU
LV
ER
T
FL
= 5
59
.20
FM
24
99
, S
TA
. 4
+0
2.9
5
EX
IST
. 2-3
6" R
CP
CU
LV
ER
T
FL
= 5
50
.00
(+
/-)
FM
24
99
, S
TA
. 155+
69.3
0
EX
IST
. 24" R
CP
CU
LV
ER
T
FL
=6
19
.50
(+
/ -)
(-) 1.98%
PV
C.S
TA
. 1+
10.0
0
EL
.= 5
63
.55
PV
T.S
TA
. 1+
90.0
0
EL
.= 5
62
.01
PVI.STA. 1+50.00
PVI. EL. = 562.95
V.C. = 80.00’
e = 0.09’
K = 94
PV
C.S
TA
. 2+
45.0
0
EL
.= 5
60.7
1
PV
T.S
TA
. 5
+5
5.0
0
EL
.= 559.1
5
PVI.STA. 4+00.00
PVI. EL. = 557.06
V.C. = 310.00’
e = -1.44’
K = 84
PV
C.S
TA
. 7
+0
0.0
0
EL
.= 5
61
.10
PV
T.S
TA
. 9
+8
0.0
0
EL
.= 5
61
.39
PVI.STA. 8+40.00
PVI. EL. = 562.99
V.C. = 280.00’
e = 0.87’
K = 112
PVI.STA. 13+20.00
PVI. EL. = 557.50
V.C. = 300.00’
e = -1.31’
K = 86
PV
C.S
TA
. 1
1+
70
.00
EL
.= 5
59
.22
PV
T.S
TA
. 1
4+
70
.00
EL
.= 5
61.0
3
PV
C.S
TA
. 1
6+
55
.00
EL
.= 5
65.3
8
PV
T.S
TA
. 17+
95.0
0
EL
.= 5
67
.57
PV
C.S
TA
. 19+
75.0
0
EL
.= 5
68.9
6
PV
RC
.ST
A.
24
+2
5.0
0
EL
.= 5
84.1
9
PVI.STA. 17+25.00
PVI. EL. = 567.03
V.C. = 140.00’
e = 0.28’
K = 88
PVI.STA. 22+00.00
PVI. EL. = 570.69
V.C. = 450.00’
e = -2.94’
K = 86
PVI.STA. 27+60.00
PVI. EL. = 604.29
V.C. = 670.00’
e = 6.70’
K = 84
PV
RC
.ST
A. 30+
95.0
0
EL
.= 5
97
.60
PV
T.S
TA
. 35+
45.0
0
EL
.= 5
99.4
3
PVI.STA. 33+20.00
PVI. EL. = 593.11
V.C. = 450.00’
e = -2.70’
K = 94
PVI.STA. 39+00.00
PVI. EL. = 609.40
V.C. = 360.00’
e = 1.79’
K = 90
PV
T.S
TA
. 40+
80.0
0
EL
.= 6
07.2
9
PV
C.S
TA
. 37+
20.0
0
EL
.= 6
04.3
4
PV
C.S
TA
. 4
1+
35
.00
EL
.= 6
06.6
4
PV
RC
.ST
A.
44
+1
5.0
0
EL
.= 6
07
.91
PVI.STA. 42+75.00
PVI. EL. = 605.00
V.C. = 280.00’
e = -1.34’
K = 86
PVI.STA. 46+00.00
PVI. EL. = 611.75
V.C. = 370.00’
e = 1.89’
K = 90
PV
T.S
TA
. 47+
85.0
0
EL
.= 6
08.0
3
PV
C.S
TA
. 48+
30.0
0
EL
.= 6
07
.12
PV
T.S
TA
. 51+
70.0
0
EL
.= 6
06.6
3
PVI.STA. 50+00.00
PVI. EL. = 603.70
V.C. = 340.00’
e = -1.59’
K = 91
PV
C.S
TA
. 54+
60.0
0,
EL
.= 6
11
.62
PVI.STA. 56+10.00
PVI. EL. = 614.20
V.C. = 300.00’
e = 1.04’
K = 108
PV
T.S
TA
. 57+
60.0
0
EL
.= 6
12
.61
PVI.STA. 62+60.00
PVI. EL. = 607.30
V.C. = 280.00’
e = -0.73’
K = 133
PV
C.S
TA
. 6
1+
20
.00
EL
.= 6
08
.79
PV
T.S
TA
. 64+
00.0
0
EL
.= 6
08
.76
PVI.STA. 68+00.00
PVI. EL. = 612.92
V.C. = 80.00’
e = 0.05’
K = 151
PV
C.S
TA
. 67+
60.0
0
EL
.= 6
12
.51
PV
T.S
TA
. 68+
40.0
0
EL
.= 6
13
.13
PV
C.S
TA
. 7
2+
40
.00
EL
.= 6
15
.18
PV
T.S
TA
. 73+
60.0
0
EL
.= 6
16.4
3
PVI.STA. 73+00.00
PVI. EL. = 615.48
V.C. = 120.00’
e = -0.16’
K = 113
PVI.STA. 76+50.00
PVI. EL. = 621.00
V.C. = 400.00’
e = 2.47’
K = 81
PV
C.S
TA
. 7
4+
50
.00
EL
.= 6
17.8
5
PV
RC
.ST
A.
78
+5
0.0
0
EL
.= 6
14.2
9
PVI.STA. 80+40.00
PVI. EL. = 607.91
V.C. = 380.00’
e = -2.22’
K = 81
PV
T.S
TA
. 82+
30.0
0
EL
.= 6
10
.42
PVI.STA. 85+00.00
PVI. EL. = 614.00
V.C. = 200.00’
e = 0.46’
K = 110
PV
C.S
TA
. 8
4+
00
.00
EL
.= 6
12
.68
PV
T.S
TA
. 86+
00.0
0
EL
.= 6
13.5
0
PV
C.S
TA
. 8
9+
70
.00
EL
.= 6
11.6
5
PV
T.S
TA
. 9
1+
30
.00
EL
.= 6
12
.19
PVI.STA. 90+50.00
PVI. EL. = 611.25
V.C. = 160.00’
e = -0.34’
K = 95
PVI.STA. 97+00.00
PVI. EL. = 618.86
V.C. = 80.00’
e = 0.07’
K = 122
PV
C.S
TA
. 9
6+
60
.00
EL
.= 6
18.4
5
PV
T.S
TA
. 9
7+
40
.00
EL
.= 6
19
.14
PVI.STA. 100+00.00
PVI. EL. = 620.50
V.C. = 120.00’
e = 0.15’
K = 117
PV
C.S
TA
. 9
9+
40
.00
EL
.= 6
20
.19
PV
T.S
TA
. 1
00
+6
0.0
0
EL
.= 6
20.2
0
PV
C.S
TA
. 101+
25.0
0
EL
.= 6
19
.88
PV
T.S
TA
. 103+
75.0
0
EL
.= 6
22
.16
PVI.STA. 102+50.00
PVI. EL. = 619.25
V.C. = 250.00’
e = -0.89’
K = 88
PVI.STA. 108+40.00
PVI. EL. = 633.00
V.C. = 260.00’
e = -0.81’
K = 105
PV
C.S
TA
. 107+
10.0
0
EL
.= 6
29
.97
PV
T.S
TA
. 109+
70.0
0
EL
.= 6
39
.25
PV
C.S
TA
. 110+
10.0
0
EL
.= 6
41.1
7
PV
T.S
TA
. 1
17
+1
0.0
0
EL
.= 6
48
.71
PVI.STA. 113+60.00
PVI. EL. = 658.00
V.C. = 700.00’
e = 6.53’
K = 94
PV
C.S
TA
. 117+
95.0
0
EL
.= 6
46
.46
PV
T.S
TA
. 1
19
+0
5.0
0
EL
.= 6
44.1
9
PVI.STA. 118+50.00
PVI. EL. = 645.00
V.C. = 110.00’
e = -.0.16’
K = 93
PVI.STA. 122+50.00
PVI. EL. = 639.86
V.C. = 340.00’
e = 1.45’
K = 100
PVI.STA. 128+50.00
PVI. EL. = 608.18
V.C. = 400.00’
e = -2.26’
K = 88
PVI.STA. 135+50.00
PVI. EL. = 605.73
V.C. = 70.00’
e = -0.06’
K = 100
PV
T.S
TA
. 137+
80.0
0
EL
.= 6
06
.26
PV
C.S
TA
. 137+
00.0
0
EL
.= 6
06
.26
PV
C.S
TA
. 1
26
+5
0.0
0
EL
.= 6
17
.93
PV
T.S
TA
. 130+
50.0
0
EL
.= 6
07.4
8
PV
C.S
TA
. 1
20
+3
0.0
0
EL
= 6
42.3
6
PV
T.S
TA
. 1
23
+7
0.0
0
EL
.= 6
31.5
8
PV
C.S
TA
. 1
35
+1
5.0
0
EL
.= 6
05
.86
PV
T.S
TA
. 135+
85.0
0
EL
.= 6
05
.86
PV
C.S
TA
. 1
39
+3
5.0
0
EL
.= 6
05
.72
PV
T.S
TA
. 1
40
+6
5.0
0
EL
.= 6
06
.21
PV
C.S
TA
. 1
43
+5
0.0
0
EL
.= 6
09.3
7
PV
T.S
TA
. 1
44
+5
0.0
0
EL
.= 6
10
.92
PVI.STA. 137+40.00
PVI. EL. = 606.40
V.C. = 80.00’
e = 0.07’
K = 114
PVI.STA. 144+00.00
PVI. EL. = 609.92
V.C. = 100.00’
e = -0.83’
K = 112
PVI.STA. 140+00.00
PVI. EL. = 605.49
V.C. = 130.00’
e = -0.24’
K = 89
PV
C.S
TA
. 1
48
+6
5.0
0
EL
.= 6
19
.22
PVI.STA. 151+65.00
PVI. EL. = 625.22
V.C. = 600.00’
e = 1.87’
K = 241
PV
T.S
TA
. 1
55
+9
5.0
0
EL
.= 6
22
.13
563.7
2
561.7
7
559.6
0
558.5
0
558.5
9
559.7
6
561.1
0
562.0
1
56
2.0
2
56
1.1
6
560.0
2
558.9
2
558.7
1
559.6
7
561.7
4
56
4.0
9
56
6.3
3
567.6
1
56
8.3
8
569.1
9
57
0.8
3
57
3.6
3
577.6
0
582.7
3
588.3
5
59
2.8
6
59
6.1
8
59
8.3
0
599.2
3
59
8.9
6
59
7.5
0
59
6.0
9
59
5.7
5
59
6.4
8
59
8.2
7
60
0.9
7
603.7
8
606.2
4
60
7.6
1
60
7.8
7
607.0
5
606.1
3
606.2
9
60
7.6
1
609.2
7
609.8
6
60
9.3
4
60
7.7
3
605.9
8
60
5.2
9
60
5.6
9
60
7.1
4
60
8.8
6
610.5
9
61
2.2
3
61
3.1
2
61
3.0
8
612.1
8
611.
12
61
0.0
6
60
9.0
0
608.1
8
60
8.0
9
60
8.7
6
60
9.8
0
61
0.8
4
61
1.8
8
61
2.8
7
61
3.4
3
61
3.9
5
614.4
6
61
4.9
7
615.6
4
61
7.0
6
618.4
8
61
8.8
2
617.9
3
615.8
1
61
2.7
6
61
0.6
4
609.7
4
610.0
8
611.3
5
61
2.6
8
61
3.5
4
61
3.5
0
61
3.0
0
612.5
0
61
2.0
0
611.5
5
611.8
9
613.0
2
61
4.2
0
615.3
8
616.5
6
61
7.7
4
61
8.8
6
619.4
5
61
9.9
8
620.3
5
62
0.0
0
61
9.8
2
62
0.7
3
62
2.7
5
625.0
8
62
7.4
1
62
9.7
4
632.4
5
63
6.1
2
640.6
9
64
5.0
7
648.3
8
650.6
3
651.8
2
651.9
4
65
0.9
9
648.9
7
646.3
3
64
4.2
7
642.8
0
64
1.0
9
63
8.4
2
63
4.7
4
630.1
2
625.2
4
62
0.3
7
615.6
4
611.8
9
609.2
8
60
7.8
0
607.3
1
606.9
6
60
6.6
1
606.2
6
605.9
1
605.9
1
606.2
6
60
6.1
9
605.8
4
605.7
3
606.6
0
60
7.7
1
608.8
1
61
0.0
3
611.9
2
61
3.9
2
615.9
2
61
7.9
2
61
9.8
9
621.5
4
62
2.7
7
623.5
9
623.9
9
623.9
7
623.4
9
62
2.0
3
PVI.STA. 155+30.00
PVI. EL. = 623.41
V.C. = 130.00’
e = -0.24’
K = 88
PV
RC
.ST
A.
15
4+
65
.00
EL
.= 6
23
.74
56
3.1
56
0.2
556.2
55
3.9
555.6
55
8.2
557.2
555.2
555.1
550.4
550.9
551.2
552.7
552.6
552.8
56
1.7
569.2
56
2.2
56
2.0
565.2
569.4
572.6
574.2
579.3
58
6.0
593.8
60
0.6
60
5.0
602.7
59
7.9
595.2
59
3.9
592.9
59
3.9
59
7.1
60
0.9
60
3.9
606.8
609.1
60
9.3
607.6
60
6.3
605.4
60
6.0
60
9.0
611.9
61
0.3
60
8.0
606.8
60
5.2
606.7
60
8.0
609.6
611.2
612.9
612.9
612.6
610.6
610.6
609.8
60
8.2
607.3
607.4
60
8.4
611.
1
61
3.0
61
4.8
61
5.8
615.9
616.9
61
6.8
616.6
616.1
61
7.7
618.9
62
0.0
618.5
61
5.3
610.9
607.9
607.2
60
7.8
60
9.2
611.0
612.9
612.5
60
8.6
607.1
607.5
60
8.9
610.5
612.7
614.6
61
5.3
61
4.8
615.5
615.9
615.2
614.1
617.0
619.1
62
0.1
62
2.9
624.6
625.1
62
7.8
63
0.2
63
1.9
63
5.6
64
0.3
64
6.3
651.5
65
3.2
65
1.7
650.9
650.6
649.4
646.9
644.2
642.6
640.8
637.9
63
4.1
629.4
62
8.4
62
0.4
614.9
61
1.7
610.6
60
8.9
607.5
60
6.3
60
5.3
604.5
60
3.9
60
3.8
60
3.9
60
4.0
604.1
604.8
606.1
607.4
608.7
610.6
612.6
614.6
616.6
618.7
62
0.5
62
2.0
62
3.0
62
3.8
62
4.0
62
3.8
62
2.4
621.6
621.7
621.8
62
2.9
IH-3
5
RO
BIN
SO
N R
OA
D (
80F
T R
.O.W
.)
CA
B E
, P
G. 278 -
P.R
.D.C
.T.
OAKMONT II - SECTION I
LENNOX OAK II L.P.
CAB. P, PG. 367
P.R.D.C.T.
REMAINDER
PULTE HOMES OF TEXAS, L.P.
59.242 ACRES
CC # 98 - R0062410
R.P.R.D.C.T.
MEL WHEELER, ET UX
VOL. 1054, PG. 17
D.R.D.C.T.
REMAINDER
PULTE HOMES OF TEXAS, L.P.
CC #98-R0062410
R.P.R.D.C.T.
OAKMONT GOLF COURSE
TRACT ONE
OAKMONT MANAGEMENT CORP.
CC #92-R0077134
R.P.R.D.C.T.
WYNSTONE AT OAKMONT, PH I
CAB. Q, PG. 320
CC# 99-R0087859
R.P.R.D.C.T.
NOWLIN RD.
PA
LM
ET
TO
CO
UR
T
ALDERBROOK DR.
PIN
E H
ILL
S
LN
HAYLING WAY
CR
EN
SH
AW
LN
.
N50%
%d10’2
7"W
257.8
379
BANNER CHEVROLET CO.
(OWNER)
STATE SCHOOL ROAD
100’ ROW
WIMBLETON VILLAGE
PH III
BLOCKS 8 AND 9
CAB. B, PG. 350
10’
WA
TE
R &
SE
WE
R E
ASE
ME
NT
VO
L. 657/P
G. 735
60’ GENERAL UTILITY AND
ACCESS EASEMENT
DEVELOPED
REGAL DR.
50’ ROW
BRIERCLIFFSUBDIVISION
SECT. 1, BLOCK 3
BR
IER
CL
IFF
SU
BD
IVIS
ION
SE
CT
. 1, B
LO
CK
4
110’
CH
AN
NEL
WIM
BLETO
N V
ILLA
GE, P
H V
CA
B B
, PG
. 309
BLOCK 10
WIMBLETON VILLAGE, PH V
CALUSA DEVELOPMENTS INC.
(OWNER)CAB. B, PG. 309
BLOCKs 1 & 2
WIMBLETON VILLAGE, PH I
CAB. A, PG.434-1
WESSEX COURT
WIM
BL
ET
ON
BL
VD
.
80 R
.O.W
.
LENNOX OAK II L.P.
INST. # 97-ROO89915
BRYANT BRANCH PARK
CAB. E, SLIDE 207 & 208
FM
2181
VA
RIA
BL
E W
IDT
H R
.O.W
.
TRACT 17B
CATHERINE A. NEWMAN
VOL. 95, PG. 9869
D.R.D.C.T.
CATHERINE A. NEWMAN
VOL. 96, PG. 11649
D.R.D.C.T.
TRACT 18
R.W. CROWNOVER, DVM and wife, MYRA CROWNOVER
VOL. 2315, PG. 591
D.R.D.C.T.
B. M
ER
CH
AN
T S
UR
VE
Y
AB
ST
RA
CT
No. 800
DAN HAMPTON
VOL. 918, PG.102
2.50 AC
ROCKY M. MC MINN
VOL. 918, PG.107
2.50 AC
REMAINDER
THOMAS T. KIRBY, ET UX
VOL. 382, PG. 539
D.R.D.C.T.
80.50 AC.
ROCKY J. MC MINN
VOL. 1062, PG.243
0.867 AC
RO
BIN
SO
N R
OA
D
PU
BL
IC R
OA
D.
ST
AN
FO
RD
DR
.
MA
RQ
UE
TT
E D
R.
VIL
LA
NO
VA
DR
.
ST
. JO
HN
S D
R.
HARVARD DR.
5275
THOMAS T. KIRBY, JR.
AVA JOYCE KIRBY
VOL. 918, PG. 105
TRACT II
TOM D. JESTER, JR.
VOL. 422, PG. 825
22 ACRES
TRACT I
4.290 ACRES
16’ UTIL.
ESMT.
BRIERCLIFFSUBDIVISION
SECT. 1, BLOCK 1, LOT 2
CAB. A-105-2, P19
16’ UTIL.
ESMT.
OSCAR BLANKMEYER, JR.
VOL 1187, PG. 562
83.604 ACRES
HERSCHEL V. FORESTER
VOL 605, PG. 622
37.817 ACRES
5361
BRYANT BRANCH PARK(CAB. E, PG. 207)
TRACT I - HICKORY CREEK
CMH PARKS
VOL. 3126, PG. 0737
LENNOX OAK II L.P.
INST.# 97-ROO89915
R.P.R.D.C.T.
EXXON
STA.
PINNELL-FORD L.C.
CC#97-R0025994
65.132 AC.
R.P.R.D.C.T.
JOHN E. WHATLEY AND WIFE
JUANITA S. WHATKEY
VOL 588, PG. 109
37.08 ACRES
CALUSA
DEVELOPMENTS, INC.
(OWNER)
LOT 1, BLK. A
BRIERWOOD
VOLUME M. PG. 263
P.R.D.C.T.
20’ DRA
INA
GE EA
SMT.
16’ DRAINAGE EASEMENT
26’
SA
NIT
AR
Y S
EW
ER
EA
SM
T.
BR
IGH
TO
N D
R.
50’
RO
W
30’ STREET DEDICATION
30’ STREET DEDICATION
FUTURE
120’ ROW
FUTURE 120’ R.O.W.
TO BE DEDICATED
60’ BRAZOS RIVER
TRANSMISSION ELECTRIC
COOPERATIVE EASEMENT
VO
L. 386, PG.59, D
RDCT
10’ UTILITY EASEMENT
FU
TU
RE
R.O
.W. T
O B
E D
ED
ICA
TE
D
FO
R F
UT
UR
E L
AK
E S
HA
RO
N D
RIV
E
CITY OF DENTON
TOWN OF CORINTH
TO
WN
OF
CO
RIN
TH
TO
WN
OF
CO
RIN
TH
CIT
Y O
F D
EN
TO
N
DE
NT
ON
CO
UN
TY
DENTON COUNTY
DE
NT
ON
CO
UN
TY
CIT
Y O
F D
EN
TO
N
CITY OF DENTON
DENTON COUNTY
TO
WN
OF
CO
RIN
TH
CIT
Y O
F D
EN
TO
N
DENTON COUNTY
CITY OF DENTON
TOWN OF CORINTH
TOWN OF CORINTH
DENTON COUNTY
CITY OF DENTON
CIT
Y O
F D
EN
TO
N
BARREL STRAP LN.
PO
TT
ER
Y T
RA
IL
SO
UT
H P
OT
TE
RY
TR
AIL
KIL
N D
R.
LAKE SHARON LP.
VOL. 4262, PG. 00138
DATE 1-25-99
ACLP SWISHER ROAD COMMERCIAL, L.P.
VOL. 4262, PG.00121
DATE 1-25-99
ATILA CONSTRUCTION COMPANY, L.P.
VOL. 4008, PG. 502
DATE 1-13-98
J.C
. PA
RK
ER
SU
RV
EY
, A
BSTR
AC
T N
O. 47
LAKE SHARON, L.P.
PLUTE HOMES OF TEXAS L.P.
VOL.4169 PG.1356
98-080867
Vol.1615 Pg.51
Jerry Kirby
KAATZ
VOL.4235 PG.409
CARTER
VOL.1367 PG. 417
TRACT III
BRIERCLIFFSUBDIVISION
SECT. 1, BLOCK 1, LOT 1
CAB. A-105-2, P19, 2.002 AC.
NO
WL
IN R
D.
30’ R
.O.W
.
DENTON
STATE SCHOOL
VOL. 435 PG. 12
D.R.D.C.
201.38 AC.
DENTON
STATE SCHOOL
VOL. 435 PG. 12
D.R.D.C.
201.38 AC.
BRIERCLIFF PARK
CITY OF DENTON (11.11 AC.)
PARKS AND RECREATION DEPARTMENT
(ANNUAL LEASE AGREEMENT BETWEEN
CITY OF DENTON AND DENTON STATE
SCHOOL)
R.H. MITCHELL
20’SANI. SEWER EASEMENT
VOL. 1121 PG. 33
PRIMECO LEASE AREA
VOL. 4177 PG. 00306
100’ ELECTRIC CO. EASEMNT
VOL. 373 PG. 246
75’ ELECTRIC CO. EASEMNT
VOL. 1139 PG. 760
LAKE SHARON,L.P. , VOL.4262,PG00143
TIM
BE
RG
LE
N C
O.
VO
L.2
881,P
G.4
36
LAKE SHARON, L.P.
VOL. 4017 PG. 0875
DATE 1-27-98
110’ STREET DED
ICATIO
N
4.391 ACRES 120’ R.O.W. DEDICATION
ROBINSON OAKS
34.106 ACRES
CAB. U, PG. 892-893
70’ GEN
ERAL U
TILITY
AN
D A
CC
ESS EASEM
ENT
16’ UTIL. EASMT.
YA
LE
DR
.
CIT
Y O
F D
EN
TO
N
DE
NT
ON
CO
UN
TY
CURVE C3
CURVE C1
CURVE C4
CURVE C5
CURVE C6
CURVE C7
CURVE C9
CURVE C10
CURVE C11
CURVE C12
CURVE C2
CURVE C8
CURVE C13
N 0^ 47’ 56" E
144.19’
N 2^ 39’ 15" E
114.30’
N 0^ 47’ 45" E
533.65’
N 3
6^ 23’ 4
2" W
194.12’
N 0^ 59’ 11" E
1,169.02’
N 26^ 33’ 12" W
323.43’
N 2^ 09’ 21" W
982.62’
N 8^ 02’ 54" W
304.75’
N 36^ 18’ 43" E
897.47’
N 28^ 05’ 45" E556.61’
N 0^ 53’ 24" W
954.09’
N 28^ 22’ 53" E681.58’
N 1^ 59’ 28" E
2,442.85’
N 39^ 40’ 18" E
299.86’
PO
T.S
TA
.0+
03.1
7
PC
.ST
A.1
+47.3
6
PT
.ST
A.1
+82.9
8
PC
.ST
A.2
+97.2
8
PT
.ST
A.3
+32.9
5
5+00
PC
.ST
A.8
+66.6
1
10+00
15+00
PT.S
TA
.15+
80.6
2
PC.S
TA
.17+
74.7
4
20+00
PT
.ST
A.2
4+
92.4
2
25+00
30+00
35+00
PC
.ST
A.3
6+
61.4
4
40+00
PT
.ST
A.4
1+90.1
6
45+00
PC
.ST
A.4
5+13.5
9
50+00
PT
.ST
A.5
1+
94.9
1
55+00
60+00
PC
.ST
A.6
1+
77.5
2
PT
.ST
A.6
2+
90.6
5
65+00
PC
.ST
A.6
5+
95.4
1
70+00
PT
.ST
A.7
4+47.0
6
75+00
80+00
PC
.ST
A.8
3+44.5
3
85+00
PT
.ST
A.8
5+
16.6
0
90+00
PC
.ST
A.9
0+
73.2
1
95+00
PT
.ST
A.9
7+
81.4
7
100+00
105+00
PC
.ST
A.1
07+
35.5
6
110+00
115+00
PT
.ST
A.1
16+
75.5
9
120+00
PC
.ST
A.1
23+
57.1
7
125+00
PT
.ST
A.1
28+
63.8
3
130+00
135+00
140+00
145+00
150+00
PC
.ST
A.1
53+
06.6
8
155+00
PT
.ST
A.1
56+35.5
0
PO
T.S
TA
.159+35.3
7
100+00
105+00
Gregory
3.7
Whi
te
Creek
Clear
Creek
Fla
tC
reek
4.9
Union
Hill
AT
& S
F R
Y
4.0
Tyson
PILOT POINT
2.0
1.8
1.2
1.0
1.5
0.2
2.4
0.3
1.3
POP 2,538
COUNTY
LINE
ROAD
4.4
5.7
10.9
Bra
nch
2.4
DENTON
SANGER
Paddock
Lake
4.0
POP 3,508
POP 66,270
3.0
NORMAL POOL ELEVATION 632.5’
0.6
0.6
0.5
0.5
TRIN
ITY
RIV
ER
EL
M
FO
RK
RAY ROBERTS LAKE
AUBREY
4.7
0.5
PA
CIF
IC
KRUGERVILLE
RA
ILR
OA
D
PARVIN
POP 1,138
POP 735
UN
ION
Bra
nch
Elm
Cre
ek
1.2
STONY
5.92.1
5.2
DROP
Stony
PONDER
AT
& S
F R
Y
POP 432
DENTON
MUNICIPAL
AIRPORT
RY
M-K-T
RR SHADY SHORES
CORINTH
OAK POINT
CROSS
ROADS
RY
Cooper
Creek
Pecan
Creek
LE
WIS
VIL
LE
POP 361
POP 645
POP 1,045
POP 3,944
LINCOLN
PARK
NAVO
LITTLE ELM
LAKEWOOD
VILLAGE
Bra
nch
Aly
ne
Bra
nch
Doe
Pan
ther
Cottonwood
POP 287
POP 1,255
POP 169
Creek
Bra
nch
Cre
ek
JUSTIN
AT
CH
ISO
N,
TO
PE
KA
AN
D
SA
NT
A F
E
RA
ILW
AY
NORTH-
LAKE
5.0
6.7
5.1
POP 250
POP 1,234
ARGYLE
POP 1,575
CORRAL
CITY
POP 46
RR
BARTONVILLE
POP 849
MARSHALL
CREEK
ROANOKE
POP 910
TROPHY
CLUB
Finch
er
Br
Creek
GRAPEVINE
LAKE
POP 315
LAKE
DALLAS
HICKORY
CREEK
COPPER
CANYON
DOUBLE
OAK
HIGHLAND
VILLAGE
FLOWER
MOUND
POP 3,656
POP 978
ATCHISON, TOPEKA AND SANTA FE
RAILWAY
MIS
SO
UR
I -
KA
NSA
S -
TEX
AS
RA
ILR
OA
D
THE
COLONY
ELM
FO
RK
TRINITY
RIVER
HEBRON
Dallas
Limit
City
BN
RR
POP 214
B377
E
Hickory
North
South
Hickory
BoomBranch
BOLIVAR
KRUM
Duck
Creek
Clear
Moore
s
Branch
Milam
POP 1,542
X
B35
Creek
Creek
Bra
nch
Culp
MUSTANG
Little
Cre
ek
Must
ang
Pecan
Cre
ek
Running
Cre
ek
Branch
Den
ton
Creek
Dry
Fork
Hickory
Creek
Cre
ek
Hickory
Creek
AT
& S
F
A T
&
S F
6
HACKBERRY
POP 200
Silver
Creek
Trail
Creek
Denton
Catherine
Branch
Harriet
Creek
Creek
Henri
etta
Cr
Timber
Creek
Timber
POP 1,664
POP 15,527
NORMAL POOL ELEVATION 515.0’
LAK
E
Stewart
India
n
Cre
ek
POP 46,521
WESTLAKENORMAL POOL ELEV 535.0’
2450
51
455
455
377
455
1173
2450
156
455
455
2164
3163
77
77
35
455
455
428
428
2153
2153
2164
2164
2931
1385
1385
377
455
428
428
3524
428
380
380
2622
2449
156
156
380
377
426
380377
2181
2181
35E
77
2931
377
380
424
720
1385
720
720
380
156
407
407
114
114
1384
35W
156
35W
407
407
407
1830
1171
1171
377
544
121
35
77
455
1173
1173
288 288
1515
1830
2449
407
1171
3040
2499
121
1171
2281
3040 35E
77
121
423
114
1702499
121
720
2934
455
POP 22,113
Frisco
CityLimit
544
Southlake City LimitSouthlake City Limit
Fort
Worth
City
Limit
377
POP 3,922
U P
423
423
423
LEWISVILLE
1171
Cit
y
Limit
Carr
ollto
n
288
Cr
RAY ROBERTS
LAKE STATE
RECREATION
AREA
LAKE
LEWISVILLE
STATE
RECREATION
AREA
2281
AT &
SF
RY
SCALE: 1"=100’
0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 140+00 145+00 150+00 155+00
540
550
560
570
580
590
600
610
620
630
640
650
540
550
560
570
580
590
600
610
620
630
640
650
IH 35E
TRAFFIC DIAGRAM
LEGEND
TEXAS DEPARTMENT OF TRANSPORTATION
TYPICAL SECTION FM 2499N.T.S.
N
N.T.S.
548
LIMITS OF 100 YR
FLOOD BOUNDARY
LIMITS OF 100 YR
FLOOD BOUNDARY
LIMITS OF 100 YR
FLOOD BOUNDARY
LIMITS OF 100 YR
FLOOD BOUNDARY
LIMITS OF 100 YR
FLOOD BOUNDARY
LIMITS OF 100 YR
FLOOD BOUNDARY
590
600
620
SCALE
H: 1"=100’
V: 1"=10’
AREA UNDER CONSTRUCTION
AREA UNDER CONSTRUCTION
8" SS
GAS
12" W
FIBER OPTIC
NOTES
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
TEXAS DEPARTMENT OF TRANSPORTATION
\avo 18082\, DGN=schm082.dgn, REF= 082align.dgn, 082pav.dgn, 99191-2d.dgn
STA
TE S
CH
OO
L R
D.
RO
BIN
SO
N R
OA
D
PU
BL
IC R
OA
D.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O
.W.
PROPO
SED R
.O.W
.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPO
SED R.O
.W.
PROPO
SED R.O
.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
FM 2499, STA. 126+60.36
STATE SCHOOL RD
FM 2499, STA. 137+42.58
PROPOSED 6 - 10’x5’ RCB
FM 2499, STA. 148+49.21
BRIGHTON ROAD
FM 2499, STA. 155+69.30
EXTEND EXISTING 24"RCP
AND INSTALL S.E.S.
FM 2499, STA. 100+42.52
ROBINSON ROAD
FM 2499, STA. 100+79.42
EXTEND EXISTING 8’x3’ RCB
AND INSTALL HEADWALL
@ WEST END.
FM 2499, STA. 97+69.65
PROPOSED 2 - 8’X3’ RCB CULVERT
FM 2499, STA. 88+40.00
PROPOSED 4 - 6’x4’ RCB CULVERT
W\ HEADWALLS
FM 2499, STA. 70+01.74
PINE HILLS LANE
FM 2499, STA. 47+20.68
PROPOSED ROAD FROM
WHATLEY PLAT
FM 2499, STA. 41+19.38
LAKE SHARON DRIVE
FM 2499, STA. 17+67.40
PROPOSED 3-10’ x 6’ RCB CULVERT
FM 2499, STA. 10+36.73
PROPOSED 10’x6’ RCB CULVERT
FM 2499, STA. 8+88.16
POTTERY TRAIL, WESTBOUND
FM 2499, STA. 8+19.65
POTTERY TRAIL, EASTBOUND
FM 2499, STA. 0+32.36
EXTEND EXISTING 30"RCP
AND INSTALL 2 - SLOPED
END SECTIONS ( S.E.S.)
PR
OP
OS
ED
RO
AD
FM 2499, STA. 99+21.57
PROPOSED 2 - 8’X3’ RCB CULVERT
FM 2499, STA. 81+42.67
PROPOSED 3 - 4’ x 2’ RCB CULVERT
FM 2499, STA. 4+02.95
EXTEND EXISTING 2-36"RCP
AND INSTALL 4 - S.E.S.
FM 2499, STA. 8+55.29
EXTEND EXISTING 18"RCP
AND INSTALL S.E.S. AND
2-10’ CURB INLETS
PROPOSED DRAINAGE
EASEMENT
FM 2499
FM 2499
FM 2499
FM 2499
FM 2499
FM 2499
EXISTING CONTOURS
EXISTING PAVEMENT EDGE
EXISTING UTILITY EASEMENT
PROPOSED DRAINAGE EASEMENT
PROPOSED FM2499 CENTERLINE
DRAINAGE DIRECTION
PROPOSED NOISE WALL
PROPOSED
HICKORY CREEK RD.
BY OTHERS
110’
ROW
130’
ROW
60’70’
120’ ROW
120’ ROW
120’ ROW
120’ ROW
120’ ROW
120’ ROW
PROPOSED DENTON
STATE SCHOOL
ENTRANCE
EXISTING R.OW.
PROPOSED R.OW.
DIRECTION OF TRAFFIC
EXISTING PROPERTY LINE
EXISTING LOT LINE
FUTURE LOT LINE
GRADING LIMITS
SURVEY LINE
CITY LIMITS
100 FLOODPLAIN LIMITS
100 YR FLOOD ELEVATION
EXISTING PAVEMENT
PROPOSED PAVEMENT
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING FIBER OPTICS
PROPOSED STORM SEWER
EXISTING POWER POLE
EXISTING SANITARY SEWER MANHOLE
LAKE SHARON
SCREENING WALL
BY OTHERS
STA 156+17.59, END PROJECT
CSJ 2681-01-012
STA 0+12.94, BEGIN PROJECT
CSJ 2681-01-012
ST
A 0
+1
2.9
4,
BE
GIN
PR
OJE
CT
CS
J 2
68
1-0
1-0
12
SCALE
H: 1"=100’
V: 1"=10’
STA 0+12.94 TO 156+41.39
SIGNALIZED
INTERSECTION
515’ R 515’ R
TAPER
STORAGE270.00’ (TYP.)
156.76’ (TYP.)
EXISTING GROUND
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
EXISTING GROUND
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
EXISTING GROUND
AT PGL
EXISTING GROUND
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
EXISTING GROUND
AT PGL
PROPOSED TOP OF PAVEMENT
AT PGL
N
FU
TU
RE
FM
24
99
SE
CT
ION
5F
UT
UR
E F
M 2
49
9
SE
CT
ION
5
FM 2181
STA 0+12.94, BEGIN PROJECT
CSJ 2681-01-012
STA 156+12.78, END PROJECT
CSJ 2681-01-012
IH 35 E
N.T.S.
LOCATION MAP
IH 35 E
100.0’ (TYP.)
STORAGE TAPER156.76’ (TYP.)
515’ R515’ R
TYPICAL LEFT TURN BAYNON-SIGNALIZED INTERSECTIONS
ENGINEERS . ARCHITECTS . SCIENTISTS . PLANNERS . SURVEYORS
c 2010 BY TEXAS DEPARTMENT OF TRANSPORTATION
ALL RIGHTS RESERVED
PROJECTED TRAFIC VOLUMES
OBTAINED FROM TxDOT,
TRANSPORTATION PLANNING
& PROGRAMMING
ON JANUARY, 2001
SCALE: 1"=100’
END PROPOSED NOISE
ATTENUATION WALL
STA.7+88.05, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.5+00.00, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.9+20.79, 56.0’ RT.
END PROPOSED NOISE
ATTENUATION WALL
STA.13+00.00, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.21+00.00, 56.0’ LT.END PROPOSED NOISE
ATTENUATION WALL
STA.29+00.00, 56.0’ LT.
FM 2499, STA. 54+77.45
HICKORY CREEK RD.
160+00
END PROPOSED NOISE
ATTENUATION WALL
STA.69+64.16, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.58+37.19, 56.0’ RT.
END PROPOSED NOISE
ATTENUATION WALL
STA.78+00.00, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.70+77.65, 56.0’ RT.
EXISTING DENTON STATE
SCHOOL ENTRANCE TO
BE ABANDONED
END PROPOSED NOISE
ATTENUATION WALL
STA.136+00.00, 56.0’ RT
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.100+83.52, 56.0’ RT.
END PROPOSED NOISE
ATTENUATION WALL
STA.117+00.00, 56.0’ RT.
DALLAS DISTRICT
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
DALLAS DISTRICT
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
ST
A 1
56+
17.5
9, E
ND
PR
OJE
CT
MA
TC
H E
XIS
TIN
G P
AV
EM
EN
T
CS
J 2
68
1-0
1-0
12
FM 2499 CENTERLINE DATA
1.) THE FLOODPLAIN BOUNDARY LIMITS WAS OBTAINED
FROM FIRM COMMUNITY-PANEL NUMBERS:
48121C0386 E, APRIL 2, 1997
48121C0387 E, APRIL 2, 1997
48121C0388 E, APRIL 2, 1997
48121C0389 E, APRIL 2, 1997
2) ADDITIONAL MEDIAN OPENINGS LOCATIONS TO BE
DETERMINED IN THE PS&E IN COORDINATION WITH THE
COUNTY OF DENTON AND CITY OF CORINTH.
3.) IMPACT TO JURISDICTIONAL WATERS IS LESS THAN 0.10
ACRES AND WILL BE HANDLED WITH NATIONWIDE PERMIT 14.
4.) DURING CONSTRUCTION AND AFTER PROJECT COMPLETION,
BEST MANAGEMENT PRACTICES WILL BE FOLLOWED IN
ACCORDANCE WITH TPDES GENERAL PERMIT TXR150000
DATED 3/5/03.
345.0’ (TYP.)
DECELERATION
CONTROL : 2681-01-012
DESIGN SPEED 45 mph FROM STA. 0+12.94 TO STA.153+06.68
DESIGN SPEED 30 mph FROM STA. 153+06.68 TO STA.156+35.37
FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL
ROLL 1 OF 1
DESIGN SCHEMATIC
FM 2499, SECTION 5
FROM FM 2181 N TO IH 35E
DENTON COUNTY
PROJECT LENGTH: 2.954 MI.
DESIGN SCHEMATIC
FM 2499, SECTION 5
FROM FM 2181 N TO IH 35E
DENTON COUNTY
PROJECT LENGTH: 2.954 MI.
ENGINEERS . ARCHITECTS . SCIENTISTS . PLANNERS . SURVEYORS
c 2010 BY TEXAS DEPARTMENT OF TRANSPORTATION
ALL RIGHTS RESERVED
CONTROL : 2681-01-012
DESIGN SPEED 45 mph FROM STA. 0+12.94 TO STA.153+06.68
DESIGN SPEED 30 mph FROM STA. 153+06.68 TO STA.156+35.37
FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL
ROLL 1 OF 1
Beginning chain CL2499 description
==============================================================================
Point 200 N 7,098,781.8700 E 2,399,114.5440 Sta 0+03.1700
Course from 200 to PC CL2499-1 N 0^ 47’ 55.55" E Dist 144.1900
Curve Data
*----------*
Curve CL2499-1
P.I. Station 1+65.1718 N 7,098,943.8560 E 2,399,116.8024
Delta = 1^ 51’ 19.30" (RT)
Degree = 5^ 12’ 31.35"
Tangent = 17.8117
Length = 35.6204
Radius = 1,100.0000
External = 0.1442
Long Chord = 35.6188
Mid. Ord. = 0.1442
P.C. Station 1+47.3600 N 7,098,926.0460 E 2,399,116.5541
P.T. Station 1+82.9804 N 7,098,961.6487 E 2,399,117.6272
C.C. N 7,098,910.7114 E 2,400,216.4472
Back = N 0^ 47’ 55.55" E
Ahead = N 2^ 39’ 14.85" E
Chord Bear = N 1^ 43’ 35.20" E
Course from PT CL2499-1 to PC CL2499-2 N 2^ 39’ 14.85" E Dist 114.2978
Curve Data
*----------*
Curve CL2499-2
P.I. Station 3+15.1181 N 7,099,093.6446 E 2,399,123.7461
Delta = 1^ 51’ 29.85" (LT)
Degree = 5^ 12’ 31.35"
Tangent = 17.8399
Length = 35.6766
Radius = 1,100.0000
External = 0.1447
Long Chord = 35.6751
Mid. Ord. = 0.1446
P.C. Station 2+97.2782 N 7,099,075.8239 E 2,399,122.9200
P.T. Station 3+32.9549 N 7,099,111.4828 E 2,399,123.9938
C.C. N 7,099,126.7612 E 2,398,024.1000
Back = N 2^ 39’ 14.85" E
Ahead = N 0^ 47’ 45.00" E
Chord Bear = N 1^ 43’ 29.92" E
Course from PT CL2499-2 to PC CL2499-3 N 0^ 47’ 45.00" E Dist 533.6519
Curve Data
*----------*
Curve CL2499-3
P.I. Station 12+36.7005 N 7,100,015.1413 E 2,399,136.5464
Delta = 37^ 11’ 27.28" (LT)
Degree = 5^ 12’ 31.35"
Tangent = 370.0938
Length = 714.0143
Radius = 1,100.0000
External = 60.5901
Long Chord = 701.5451
Mid. Ord. = 57.4269
P.C. Station 8+66.6067 N 7,099,645.0832 E 2,399,131.4060
P.T. Station 15+80.6210 N 7,100,313.0463 E 2,398,916.9513
C.C. N 7,099,660.3616 E 2,398,031.5121
Back = N 0^ 47’ 45.00" E
Ahead = N 36^ 23’ 42.29" W
Chord Bear = N 17^ 47’ 58.64" W
Course from PT CL2499-3 to PC CL2499-4 N 36^ 23’ 42.29" W Dist 194.1196
Curve Data
*----------*
Curve CL2499-4
P.I. Station 21+46.8728 N 7,100,768.8477 E 2,398,580.9659
Delta = 37^ 22’ 53.62" (RT)
Degree = 5^ 12’ 31.35"
Tangent = 372.1322
Length = 717.6744
Radius = 1,100.0000
External = 61.2417
Long Chord = 705.0132
Mid. Ord. = 58.0120
P.C. Station 17+74.7406 N 7,100,469.3019 E 2,398,801.7705
P.T. Station 24+92.4151 N 7,101,140.9248 E 2,398,587.3727
C.C. N 7,101,121.9866 E 2,399,687.2097
Back = N 36^ 23’ 42.29" W
Ahead = N 0^ 59’ 11.33" E
Chord Bear = N 17^ 42’ 15.48" W
Course from PT CL2499-4 to PC CL2499-5 N 0^ 59’ 11.33" E Dist 1,169.0205
Curve Data
*----------*
Curve CL2499-5
P.I. Station 39+31.0102 N 7,102,579.3067 E 2,398,612.1403
Delta = 27^ 32’ 23.77" (LT)
Degree = 5^ 12’ 31.35"
Tangent = 269.5746
Length = 528.7288
Radius = 1,100.0000
External = 32.5504
Long Chord = 523.6537
Mid. Ord. = 31.6149
P.C. Station 36+61.4356 N 7,102,309.7720 E 2,398,607.4992
P.T. Station 41+90.1644 N 7,102,820.4460 E 2,398,491.6317
C.C. N 7,102,328.7101 E 2,397,507.6622
Back = N 0^ 59’ 11.33" E
Ahead = N 26^ 33’ 12.44" W
Chord Bear = N 12^ 47’ 00.56" W
Course from PT CL2499-5 to PC CL2499-6 N 26^ 33’ 12.44" W Dist 323.4304
Curve Data
*----------*
Curve CL2499-6
P.I. Station 48+59.4941 N 7,103,419.1732 E 2,398,192.4195
Delta = 24^ 23’ 51.88" (RT)
Degree = 3^ 34’ 51.55"
Tangent = 345.8993
Length = 681.3136
Radius = 1,600.0000
External = 36.9625
Long Chord = 676.1778
Mid. Ord. = 36.1279
P.C. Station 45+13.5948 N 7,103,109.7602 E 2,398,347.0477
P.T. Station 51+94.9084 N 7,103,764.8277 E 2,398,179.4083
C.C. N 7,103,825.0123 E 2,399,778.2760
Back = N 26^ 33’ 12.44" W
Ahead = N 2^ 09’ 20.56" W
Chord Bear = N 14^ 21’ 16.50" W
Course from PT CL2499-6 to PC CL2499-7 N 2^ 09’ 20.56" W Dist 982.6164
Curve Data
*----------*
Curve CL2499-7
P.I. Station 62+34.1396 N 7,104,803.3234 E 2,398,140.3173
Delta = 5^ 53’ 33.35" (LT)
Degree = 5^ 12’ 31.35"
Tangent = 56.6148
Length = 113.1297
Radius = 1,100.0000
External = 1.4560
Long Chord = 113.0799
Mid. Ord. = 1.4540
P.C. Station 61+77.5248 N 7,104,746.7487 E 2,398,142.4469
P.T. Station 62+90.6545 N 7,104,859.3806 E 2,398,132.3907
C.C. N 7,104,705.3718 E 2,397,043.2253
Back = N 2^ 09’ 20.56" W
Ahead = N 8^ 02’ 53.91" W
Chord Bear = N 5^ 06’ 07.23" W
Course from PT CL2499-7 to PC CL2499-8 N 8^ 02’ 53.91" W Dist 304.7510
Curve Data
*----------*
Curve CL2499-8
P.I. Station 70+43.8616 N 7,105,605.1689 E 2,398,026.9357
Delta = 44^ 21’ 36.73" (RT)
Degree = 5^ 12’ 31.35"
Tangent = 448.4561
Length = 851.6548
Radius = 1,100.0000
External = 87.9027
Long Chord = 830.5423
Mid. Ord. = 81.3981
P.C. Station 65+95.4055 N 7,105,161.1299 E 2,398,089.7232
P.T. Station 74+47.0603 N 7,105,966.5372 E 2,398,292.5027
C.C. N 7,105,315.1387 E 2,399,178.8886
Back = N 8^ 02’ 53.91" W
Ahead = N 36^ 18’ 42.83" E
Chord Bear = N 14^ 07’ 54.46" E
Course from PT CL2499-8 to PC CL2499-9 N 36^ 18’ 42.83" E Dist 897.4664
Curve Data
*----------*
Curve CL2499-9
P.I. Station 84+30.7117 N 7,106,759.1688 E 2,398,875.0019
Delta = 8^ 12’ 57.44" (LT)
Degree = 4^ 46’ 28.73"
Tangent = 86.1850
Length = 172.0746
Radius = 1,200.0000
External = 3.0910
Long Chord = 171.9272
Mid. Ord. = 3.0830
P.C. Station 83+44.5267 N 7,106,689.7205 E 2,398,823.9648
P.T. Station 85+16.6013 N 7,106,835.1978 E 2,398,915.5907
C.C. N 7,107,400.3371 E 2,397,856.9984
Back = N 36^ 18’ 42.83" E
Ahead = N 28^ 05’ 45.39" E
Chord Bear = N 32^ 12’ 14.11" E
Course from PT CL2499-9 to PC CL2499-10 N 28^ 05’ 45.39" E Dist 556.6074
Curve Data
*----------*
Curve CL2499-10
P.I. Station 94+35.0904 N 7,107,645.4523 E 2,399,348.1526
Delta = 28^ 59’ 09.47" (LT)
Degree = 4^ 05’ 33.20"
Tangent = 361.8817
Length = 708.2607
Radius = 1,400.0000
External = 46.0146
Long Chord = 700.7320
Mid. Ord. = 44.5504
P.C. Station 90+73.2087 N 7,107,326.2147 E 2,399,177.7246
P.T. Station 97+81.4694 N 7,108,007.2903 E 2,399,342.5314
C.C. N 7,107,985.5439 E 2,397,942.7003
Back = N 28^ 05’ 45.39" E
Ahead = N 0^ 53’ 24.08" W
Chord Bear = N 13^ 36’ 10.66" E
Course from PT CL2499-10 to PC CL2499-11 N 0^ 53’ 24.08" W Dist 954.0943
Curve Data
*----------*
Curve CL2499-11
P.I. Station 112+16.0742 N 7,109,441.7220 E 2,399,320.2474
Delta = 29^ 16’ 17.44" (RT)
Degree = 3^ 06’ 50.04"
Tangent = 480.5105
Length = 940.0270
Radius = 1,840.0000
External = 61.7072
Long Chord = 929.8374
Mid. Ord. = 59.7049
P.C. Station 107+35.5637 N 7,108,961.2696 E 2,399,327.7113
P.T. Station 116+75.5907 N 7,109,864.4762 E 2,399,548.6532
C.C. N 7,108,989.8506 E 2,401,167.4893
Back = N 0^ 53’ 24.08" W
Ahead = N 28^ 22’ 53.36" E
Chord Bear = N 13^ 44’ 44.64" E
Course from PT CL2499-11 to PC CL2499-12 N 28^ 22’ 53.36" E Dist 681.5821
Curve Data
*----------*
Curve CL2499-12
P.I. Station 126+15.0773 N 7,110,691.0386 E 2,399,995.2288
Delta = 26^ 23’ 25.11" (LT)
Degree = 5^ 12’ 31.35"
Tangent = 257.9045
Length = 506.6575
Radius = 1,100.0000
External = 29.8295
Long Chord = 502.1908
Mid. Ord. = 29.0420
P.C. Station 123+57.1728 N 7,110,464.1336 E 2,399,872.6365
P.T. Station 128+63.8304 N 7,110,948.7874 E 2,400,004.1898
C.C. N 7,110,987.0076 E 2,398,904.8540
Back = N 28^ 22’ 53.36" E
Ahead = N 1^ 59’ 28.25" E
Chord Bear = N 15^ 11’ 10.80" E
Course from PT CL2499-12 to PC CL2499-13 N 1^ 59’ 28.25" E Dist 2,442.8496
Curve Data
*----------*
Curve CL2499-13
P.I. Station 154+77.2858 N 7,113,560.6648 E 2,400,094.9961
Delta = 37^ 40’ 49.75" (RT)
Degree = 11^ 27’ 32.96"
Tangent = 170.6059
Length = 328.8243
Radius = 500.0000
External = 28.3052
Long Chord = 322.9305
Mid. Ord. = 26.7887
P.C. Station 153+06.6799 N 7,113,390.1619 E 2,400,089.0682
P.T. Station 156+35.5042 N 7,113,691.9827 E 2,400,203.9087
C.C. N 7,113,372.7891 E 2,400,588.7663
Back = N 1^ 59’ 28.25" E
Ahead = N 39^ 40’ 18.00" E
Chord Bear = N 20^ 49’ 53.12" E
Course from PT CL2499-13 to 201 N 39^ 40’ 18.00" E Dist 299.8612
Point 201 N 7,113,922.7905 E 2,400,395.3362 Sta 159+35.3654
==============================================================================
Ending chain CL2499 description
1
1
1 REVISED ALIGNMENT FROM STA.123+57.17 TO STA.159+35.37
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.42+00.00, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.46+78.74, 56.0’ LT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.47+64.57, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.49+00.00, 56.0’ LT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.49+00.00, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.81+00.00, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.90+00.00, 56.0’ LT.
INSTALL A
33" RCP.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.96+00.00, 56.0’ RT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.97+00.00, 56.0’ RT.
END PROPOSED NOISE
ATTENUATION WALL
STA.100+00.00, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.100+00.00, 56.0’ LT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.100+87.18, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.117+00.00, 56.0’ LT.
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.126+00.00, 181.50’ RT.
CL
PR
OP
. R
.O.W
.
PR
OP
. R
.O.W
.
N.T.S.
11.5’11.5’
1:4
1:4
2.00% 2.00%2.00% 2.00%
CUT
TYPICALFILL
TYPICAL
2’ 12’ 12’
12’
6"
2’
120’
4.0’
2’ 12’ 12’
6"
12’
2’
60’
52’
LEFT TURN BAY
12’
TYPICAL SECTION FM 2499
WITH LEFT TURN LANE
40’
60’
6"
FUTURE
SIDEWALK
FUTURE
SIDEWALK
12’
3.0’
12’
4.0’
CL
PR
OP
. R
.O.W
.
MEDIANPR
OP
. R
.O.W
.
11.5’11.5’
1:4
1:4
2.00% 2.00%2.00% 2.00%
CUT
TYPICALFILL
TYPICAL
2’ 12’ 12’
12’
6"
2’
120’
40’
6"
8.0’
2’6" 12’ 12’
6"
12’
2’
60’60’
2% USUAL 2% USUAL
40’8.0’
7.5’
12’
7.5’
12’
FUTURE
SIDEWALK
FUTURE
SIDEWALK
BEGIN PROPOSED NOISE
ATTENUATION WALL
STA.55+67.92, 56.0’ LT.
END PROPOSED NOISE
ATTENUATION WALL
STA.67+79.19, 56.0’ LT.
2
2 6-22-2010 ADDED SOUND WALL ALONG NEW DEVELOPMENT2 6-22-2010 ADDED SOUND WALL ALONG NEW DEVELOPMENT
ENGINEERS SURVEYORS SCIENTISTS
PRELIMINARY - FOR INTERIM REVIEW ONLY
or under the supervision of:Construction, Bidding, or Permit Purposes. They were prepared by,These documents are for Interim Review and not intended for
Type or Print Name PE# Date
HALFF ASSOCIATES, INC.
56306Michael E. Romanowski
ENGINEERS SURVEYORS SCIENTISTS
PRELIMINARY - FOR INTERIM REVIEW ONLY
or under the supervision of:Construction, Bidding, or Permit Purposes. They were prepared by,These documents are for Interim Review and not intended for
Type or Print Name PE# Date
HALFF ASSOCIATES, INC.
56306Michael E. Romanowski6-23-2010
SCALE: 1"=100’ H, 1"=10’ V
JUNE, 2010
6-23-2010
SCALE: 1"=100’ H, 1"=10’ V
JUNE, 2010