Embed Size (px)
Citation preview
EXI
ST.
RO
W
EXI
ST.
RO
W
EXISTING TYPICAL SECTION
PROPOSED TYPICAL SECTION
WITH RIGHT TURN LANE
PROPOSED TYPICAL SECTION
WITH LEFT TURN LANE
PROPOSED TYPICAL SECTION
AND LEFT TURN LANE
WITH RIGHT TURN LANE
PROPOSED TYPICAL SECTION
2.0% 2.0% VARIESVARI
ES
PR
OP.
RO
W
PR
OP.
RO
W
CL
FM 720
2’
14’ 12’ 12’
2’
8’
130’ PROPOSED ROW
8’
2’
12’ 12’ 14’
2’
EXI
ST.
RO
W
EXI
ST.
RO
W
10
1.5%
VARIES6:1
TYP
TYP.2’
TYP.2’
10
VARIES6:1 TYP
CONDITION
CUT
CONDITION
FILL
1.5%
PR
OP.
RO
W
PR
OP.
RO
W
CL
FM 720
2’
14’ 12’ 12’
2’
6’
130’ PROPOSED ROW
1’
12’ 12’ 14’
2’
EXI
ST.
RO
W
EXI
ST.
RO
W
10
1.5%
VARIES6:1
TYP
TYP.2’
TYP.2’
10
VARIES6:1 TYP
CONDITION
CUT
CONDITION
FILL
1.5%
PGL PGL
11’
LANE LANE LANE LANE LANE LANE
LANE LANE LANE LANE LANE LANE
LANE
LF. TURN
2.0%2.0%
2.0% 2.0%PGL
PGL
PR
OP.
RO
W
PR
OP.
RO
W
CL
FM 720
2’
14’ 12’ 12’
2’
6’
142’ PROPOSED ROW
1’
12’ 12’ 14’
2’
EXI
ST.
RO
W
EXI
ST.
RO
W
10
1.5%
VARIES6:1
TYP
TYP.2’
TYP.2’
10
VARIES6:1 TYP
CONDITION
CUT
CONDITION
FILL
1.5%
11’
LANE LANE LANE LANE LANE
LANE
LF. TURN
2.0% 2.0%PGL
PGL
PR
OP.
RO
W
PR
OP.
RO
WCL
9’
2’
14’ 12’ 12’
1’
6’
2’
12’ 12’ 14’
2’
9’
EXI
ST.
RO
W
EXI
ST.
RO
W
10
1.5%
VARIES6:1
TYP
TYP.2’
TYP.2’
10
VARIES6:1 TYP
CONDITION
CUT
CONDITION
FILL
1.5%
PGL PGL
LANE LANE LANE LANE LANE LANE
2.0%2.0%
FM 720
12’
LANERT.TURN
12’
LANERT.TURN
LEGEND
90’ ROW
20’ - 22’1’
4’TYP. 4’TYP.
VARIESVARI
ES
CL EXIST FM 720
1’
1 2
9
7
3 4 5 6 7 9 7 6 3 4 5
6
6 7 9
9
7
3 4 5 6 8 6 3 4 5
6
6 7 9
9
7
3 4 5 6 8 6 3 4 5
6
6 7 9
9
7
3 4 5 6 7 9 7 6 3 4 5
6
6 7 9
PROPOSED TYPICAL SECTION
CL
12’
2’
100’ EXISTING ROW
2’
12’
EXI
ST.
RO
W
EXI
ST.
RO
W
1.5%
VARIES6:1
TYP
TYP.2’
TYP.2’
VARIES6:1 TYP
CONDITION
CUT
CONDITION
FILL
1.5%
PGL PGL
LANE LANE
2.0%2.0%
9
7
4 5 7 9 4 5 7 9
SHLDR
4’
6.5’
3.5’ 4’
SHLDR
CL
EXI
ST.
RO
W
EXI
ST.
RO
W
10
1.5%
VARIES6:1
TYP
TYP.2’
TYP.2’
10
VARIES6:1 TYP
CONDITION
CUT
CONDITION
FILL
1.5%
LANE LANE
2.0%PGL
9
7
3 4 5
6
6 7 9
2.0%
CL
12’ 12’
EXI
ST.
RO
W
EXI
ST.
RO
W
1.5%
VARIES6:1
TYP
TYP.2’
TYP.2’
VARIES6:1 TYP
CONDITION
CUT
CONDITION
FILL
1.5%
LANE LANE
2.0%PGL
9
7
3 4 5
6
6 7 9
2.0%
LANEFUTURE
STA.286+64.41 TO STA.289+42.02
STA.270+14.72 TO STA.277+94.32
STA.254+98.85 TO STA.261+48.40
STA.232+40.35 TO STA.245+39.63
STA.223+59.09 TO STA.227+29.97
STA.212+70.99 TO STA.219+99.06
STA.191+03.23 TO STA.204+02.58
STA.277+94.32 TO STA.282+02.88
STA.261+48+40 TO STA.265+54.78
STA.245+39.63 TO STA.249+39.35
STA.227+29.97 TO STA.231+30.00
STA.204+02.58 TO STA.208+02.58
STA.181+68.59 TO STA.185+68.62
NORTHBOUND LEFT-TURN BAYS
STA.14+00.00 TO STA.15+35.00
MARTOP ROAD
CL
6’ 12’ 12’ 6’
EXI
ST.
RO
W
EXI
ST.
RO
W
VARIES6:1
TYPVARIES6:1
TYP
CONDITION
CUT
CONDITION
FILL
LANE LANE
2.0%PGL
97 4 5 7 9
2.0%
50’ EXISTING ROW
7’ 7’
11
50’-90’ EXISTING ROW
8.5’8.5’
8.5’ 8.5’
8.5’8.5’
6.5’6.5’
3’-21’3’-21’
19’ 22’
SDWLK
6.5’
SDWLK
6.5’
SDWLK
6.5’
SDWLK
6.5’
SDWLK
6.5’
SDWLK
6.5’
140’ PROPOSED ROW (MIN.)
11’
LANELT.TURNSDWK
6.5’
SDWK
6.5’
50’ EXISTING ROW (MIN.)
STA.186+59.62 TO STA.191+03.23 RT-TURN BAY
STA.186+52.18 TO STA.190+52.24 LT-TURN BAY
STA.282+64.42 TO STA.286+64.41
STA.266+14.73 TO STA.270+14.72
STA.249+99.38 TO STA.254+98.85
STA.219+59.07 TO STA.223+59.09
STA.208+66.69 TO STA.212+70.99
SOUTHBOUND LEFT-TURN BAYS
STA.289+42+02 TO STA.293+42.01 LT TURN BAY
STA.289+24.26 TO STA.293+05.28 RT TURN BAY
MARTOP RD.
11.) ASPHALT PAVEMENT
10.) CONC. SIDEWALK
9.) BLOCK SOD
8.) CONCRETE MEDIAN
7.) BACKFILL
6.) TYPE II CURB (MONO)
5.) LIME TREATED SUBGRADE
4.) HMAC (TY B) BASE
3.) CRCP
TREATMENT (PER ASBUILT) - 4 �"
2.) EXIST. 82 CY. PER STA. ROADBED
TREATMENT (PER ASBUILT) - 4 �"
1.) EXIST. TWO COURSE HOT MIX SURF.
LEFT-TURN BAY DETAIL (TYPICAL)
MEDIAN NOSE DETAIL (TYPICAL)
16’
8’ 6’
175’275’ DECELERATION
50’ TAPER
450’
8’
16’
R=2.5’
R=70’
6.5’ 6.5’
R=75’ R=50’
SW
4’3.5’
SW
4’ 3.5’
11 11
6.5’ 6.5’
CROSS OAKS RANCH BLVD
PROPOSED TYPICAL SECTION
12’-18’ 12’-18’
R=70’
R=2.5’
STORAGE
TYP.0’-3’
TYP.2’
AND WAGGIN TAILS RANCH ROAD
LLOYD’S ROAD, QUAIL MEADOWS LANE
PROPOSED TYPICAL SECTION
JENNY LANE
TRAILBLAZER DRIVE, REMINGTON DRIVE
PROPOSED TYPICAL SECTION
300
500
600
600
900
1000
14700
8800
16400
8700
14500
16200
700
1100
1200 1000
900
600
1500
2400
2700
2500
4100
4500
7800
13000
14500
200
400
500
4000
6700
7400
1000
1700
1900
900
1500
1700
6100
10000
11100
28900
48000
53200
MA
RT
OP
RO
AD
LL
OY
DS
RO
AD
CR
OS
S
OA
KS
RA
NC
H
BL
VD
US
HIG
HW
AY 380
FM 720
P.E. NO.NAME DATE
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY WERE PREPARED
BY OR UNDER THE SUPERVISION OF:
2 3 4 MILESSCALE 0 1
N
R
380
R
NELSON L. UNDERWOOD 91203
WI
SE
CO.
TARRANT CO.DALLAS CO.
CO
LLI
N
CO.
COOKE CO.
POP 1,234
JUSTINCOLONY
THE
POP 22,113
POP 46,521
LEWISVILLE
NORMAL POOL ELEV 515.0’
LAKE
LE
WIS
VIL
LE
VILLAGE
LAKEWOOD
POP 169
POP 978
COPPER
CANYON
MOUND
FLOWER
POP 15,527
HIGHLAND
VILLAGE
HICKORY
CREEK
DALLAS
LAKE
POP 3,656
POP 3,944
CORINTH
POP 1,045
SHADY SHORES
POP 645
OAK POINT
POP 200
HACKBERRY
LITTLE ELM
POP 1,255
Cotto
nwood
Branch
Creek
India
n
RIVER
TRINITY
FO
RK
EL
M
HEBRON
BARTONVILLE
ARGYLE
CITY
CORRALNORTH-
LAKE
ROANOKE
CREEK
MARSHALL
WESTLAKE
CLUB
TROPHY
OAK
DOUBLE
DENTON CO
PONDER
STONY
DENTON
BOLIVAR
SANGER
HILL
UNION
PILOT POINT
AUBREY
KRUGERVILLE
PARK
LINCOLN
ROADS
CROSS
Tyson
RAY ROBERTS LAKE
GRAPEVINE
LAKE
Elizabeth
Creek
Harriet
Creek
Henrietta
Catherine
Branch
Denton
Creek
Trail
POP 250POP 46
DROP
CREE
K
Branch
Silver
Creek
Timber
Creek
Timber
Cr
POP 1,664
POP 849
POP 1,575
Finc
her
AREA
RECREATION
STATE
LEWISVILLE
LAKE
Stewart
Creek
Creek
Hickory
Creek
Hickory
Creek
Creek
Dry
Fork
Hickory
POP 1,542
POP 432
DE
NT
ON
Branch
South
North
Hickory
Cooper
Moores
Branch
Milam
Creek
Creek
Clear
Creek
Duck
Paddock
Lake
POP 3,508
Culp
Branch
TRINIT
Y
FO
RK
EL
M
RIV
ER
POP 361
POP 287
Doe
PARVIN
Panther
POP 735
Running
Branch
POP 1,138
Pecan
Musta
ng
Creek
Creek
Little
Branch
Elm
Creek
MUSTANG
NAVO
ROAD
LINE
COUNTY
POP 2,538
AREA
RECREATION
LAKE STATE
RAY ROBERTS
NORMAL POOL ELEV 632.5’
Creek
Clear
Creek
White
Creek
Creek
POP 66,270
Gregory
KRUM
BoomBr
anch
Branch
Alyne
Pecan
Creek
FM 720
AIRPORT
MUNICIPAL
DENTON
POP 3,922
POP 315
POP 910
Br
Creek
1384
407
114
114
156
407
407
407
1830
1171
1171
377
2449
2449
156
2622
380
380
1173
1173
2450
156
1173
380
455
455
2450
455
X
B35
455
51
455
2164
2164
2153
455
2153
455
1192
1385
455
455
1192
B377
E377
2931
428
1385
428
377
3524
428
428
3163
288
77
35
2164
428
77377
424
2931
1385
380
423
2934
423
720
720
423
7202181
426
1830
377
380
288
35E
1515
156
407
2181
407423
121
121
544
2281
544
2281
1171 1171
3504
121
3040
121
35E
77
2499
3040
2499
1171
170114
35W
Cr
POP 214
Creek
Flat
Stony
35W
35
77
288
377
LOCATION MAP
Texas Department of Transportation
LEGEND
ROADWAY REMOVAL
PROPOSED CENTERLINE
PROPOSED STORM SEWER
PROPOSED R.O.W. ACQUISITION
DIRECTION OF TRAFFIC
EXISTING PROPERTY LINE
EXISTING LOT LINE
EXISTING STORM SEWER
EXISTING CONTOURS
EXISTING PAVEMENT EDGES
EXISTING UTILITY EASEMENTS
PROPOSED DRAINAGE EASEMENT
EXISTING 100-YEAR FLOODPLAIN
BUILDING REMOVAL
PROPOSED PAVEMENT
EXISTING ROW
PROPOSED ROW
04/28/2014
PROPERTY OWNER LABEL
CURVE NO. LABEL
NB-15
1
PROPOSED CONC. SIDE STREET PAV.
PROPOSED ASPH. SIDE STREET PAV.
PROPOSED CONC. DRIVEWAY PAVE.
PROPOSED DRIVEWAY APPROAH PAV.
PROPOSED ASPH. DRIVEWAY PAVE.
CSJ:1567-01-037
STA 293+91.53
FM 720: US 380
END PROJECT
BEGIN CSJ: 1567-01-037
END CSJ: 1567-01-025
STA 182+50.00
FM 720: MARTOP RD.
BEGIN PROJECT
Texas Department of Transportation
2 3 4 MILESSCALE 0 1
N380
WI
SE
CO.
TARRANT CO.DALLAS CO.
CO
LLI
N
CO.
COOKE CO.
POP 1,234
JUSTINCOLONY
THE
POP 22,113
POP 46,521
LEWISVILLE
NORMAL POOL ELEV 515.0’
LAKE
LE
WIS
VIL
LE
VILLAGE
LAKEWOOD
POP 169
POP 978
COPPER
CANYON
MOUND
FLOWER
POP 15,527
HIGHLAND
VILLAGE
HICKORY
CREEK
DALLAS
LAKE
POP 3,656
POP 3,944
CORINTH
POP 1,045
SHADY SHORES
POP 645
OAK POINT
POP 200
HACKBERRY
LITTLE ELM
POP 1,255
Cotto
nwood
Branch
Creek
India
n
RIVER
TRINITY
FO
RK
EL
M
HEBRON
BARTONVILLE
ARGYLE
CITY
CORRALNORTH-
LAKE
ROANOKE
CREEK
MARSHALL
WESTLAKE
CLUB
TROPHY
OAK
DOUBLE
DENTON CO
PONDER
STONY
DENTON
BOLIVAR
SANGER
HILL
UNION
PILOT POINT
AUBREY
KRUGERVILLE
PARK
LINCOLN
ROADS
CROSS
Tyson
RAY ROBERTS LAKE
GRAPEVINE
LAKE
Elizabeth
Creek
Harriet
Creek
Henrietta
Catherine
Branch
Denton
Creek
Trail
POP 250POP 46
DROP
CREE
K
Branch
Silver
Creek
Timber
Creek
Timber
Cr
POP 1,664
POP 849
POP 1,575
Finc
her
AREA
RECREATION
STATE
LEWISVILLE
LAKE
Stewart
Creek
Creek
Hickory
Creek
Hickory
Creek
Creek
Dry
Fork
Hickory
POP 1,542
POP 432
DE
NT
ON
Branch
South
North
Hickory
Cooper
Moores
Branch
Milam
Creek
Creek
Clear
Creek
Duck
Paddock
Lake
POP 3,508
Culp
Branch
TRINIT
Y
FO
RK
EL
M
RIV
ER
POP 361
POP 287
Doe
PARVIN
Panther
POP 735
Running
Branch
POP 1,138
Pecan
Musta
ng
Creek
Creek
Little
Branch
Elm
Creek
MUSTANG
NAVO
ROAD
LINE
COUNTY
POP 2,538
AREA
RECREATION
LAKE STATE
RAY ROBERTS
NORMAL POOL ELEV 632.5’
Creek
Clear
Creek
White
Creek
Creek
POP 66,270
Gregory
KRUM
BoomBr
anch
Branch
Alyne
Pecan
Creek
FM 720
AIRPORT
MUNICIPAL
DENTON
POP 3,922
POP 315
POP 910
Br
Creek
1384
407
114
114
156
407
407
407
1830
1171
1171
377
2449
2449
156
2622
380
380
1173
1173
2450
156
1173
380
455
455
2450
455
X
B35
455
51
455
2164
2164
2153
455
2153
455
1192
1385
455
455
1192
B377
E377
2931
428
1385
428
377
3524
428
428
3163
288
77
35
2164
428
77377
424
2931
1385
380
423
2934
423
720
720
423
7202181
426
1830
377
380
288
35E
1515
156
407
2181
407423
121
121
544
2281
544
2281
1171 1171
3504
121
3040
121
35E
77
2499
3040
2499
1171
170114
35W
Cr
POP 214
Creek
Flat
Stony
35W
35
77
288
377
LOCATION MAP
CSJ:1567-01-037
STA 293+91.53
FM 720: US 380
END PROJECT
BEGIN CSJ: 1567-01-037
END CSJ: 1567-01-025
STA 182+50.00
FM 720: MARTOP RD.
BEGIN PROJECT
PROPOSED SIDEWALK
PROPOSED PAVED MEDIAN
ALL RIGHTS RESERVED
c 2014 BY TEXAS DEPARTMENT OF TRANSPORTATION
ALL RIGHTS RESERVED
c 2014 BY TEXAS DEPARTMENT OF TRANSPORTATION
$D
AT
E$
$FIL
E$
ROLL OF 3
SCALE: 1"=100’ H, 1"=10’V
FEBRUARY 2014
ROLL OF 3
SCALE: 1"=100’ H, 1"=10’V
FEBRUARY 2014
PROJECT LENGTH = 2.111 MI.
30 mph Side Streets
DESIGN SPEED: 40 mph FM 720
FM 720 FUNCTIONAL CLASS: URBAN MINOR ARTERIAL
DESIGN SPEED: 60 mph
US 380 FUNCTIONAL CLASS: PRINCIPLE URBAN ARTERIAL
CONTROL: 1567-01-037
TO US 380
PROJECT LIMIT: 360’ SOUTH OF MARTOP ROAD
FARM TO MARKET ROAD 720
DENTON COUNTY
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
DESIGN SCHEMATIC
DALLAS DISTRICT
PROJECT LENGTH = 2.111 MI.
30 mph Side Streets
DESIGN SPEED: 40 mph FM 720
FM 720 FUNCTIONAL CLASS: URBAN MINOR ARTERIAL
DESIGN SPEED: 60 mph
US 380 FUNCTIONAL CLASS: PRINCIPLE URBAN ARTERIAL
CONTROL: 1567-01-037
TO US 380
PROJECT LIMIT: 360’ SOUTH OF MARTOP ROAD
FARM TO MARKET ROAD 720
DENTON COUNTY
WILLIAM L. HALE, P.E., DISTRICT ENGINEER
DESIGN SCHEMATIC
DALLAS DISTRICT
APPROVED SCHEMATIC NOT FOR CONSTRUCTION
P.E. NO.NAME DATE
THESE DOCUMENTS ARE FOR INTERIM REVIEW AND
INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING
OR CONSTRUCTION PURPOSES. THEY WERE PREPARED
BY OR UNDER THE SUPERVISION OF:
NELSON L. UNDERWOOD 91203 04/28/2014
APPROVED SCHEMATIC NOT FOR CONSTRUCTION
V
V
V
V
V
V
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
585
585
585
590
590
590
590
590
6" Water Line
6" Wat
er Lin
e
6" Water Line
6"
Water
Line
36" Waterline
36" Waterline 36" Waterline
36" Waterline
36" Waterline
36" Waterline36" Waterline
36" Waterline
36"
Waterline
AT
T
Fiber
Optic
Line
ATT Fiber Optic Line
F
F
F
FHH
EM
Overhead E
lectric
Overhead Electric
NOT SHOWN ON RECORDS
BEYOND THIS POINT
UNABLE TO DESIGNATE
GMGT
15+0
0
245+00
250+00255+00 260+00
265+00
V
V
CE
ME
TE
RY
CE
ME
TE
RYCE
ME
TE
RY
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
SD
EN
SE
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
SD
EN
SE
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
DE
NS
E
TR
EE
S
CE
ME
TE
RY
CE
ME
TE
RY
575
570
565
575
570
575
570
575
570
575
580
580
575
593.2
595
595
595
590
595
595
595
590
590
590
580
585
585
6" Water Line 6" Water Line
6" Water Line
6" Water Line
12" Waterline
12" Waterline
12"
Waterline
36" Waterline
36" Waterline 36" Waterline
36" Waterline36" Waterline
36" Waterline
ATT Fiber Optic LineATT Fiber Optic LineATT Fiber Optic Line
F
F F
F
FHH
EM
EM
ET
EM
EM
EOverhead Electric
Overhead Electric
Overhead Electric
TH
H
T
GT
GM
GM
GT
GTGMGT
GT
695+0
0
700+0
0
10+0
0
270+00
275+00
280+00 285+00 290+00
10+0
0
245+00 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00
CSJ:1567-0
1-037
EN
D
PR
OJE
CT
CL. F
M 720 S
TA. 293
+91.
53
CL.
US 380 S
TA.699+4
4.02
=
CL.
QU
AIL S
TA.15
+75.05
FM 720 S
TA.265+8
4.72
=
QU
AIL
ME
AD
OW
S
CE
NT
ER
LIN
E
CL
WA
GGIN
TAIL
S
ST
A.13
+00.00
FM 720 S
TA.282
+32.83
=
WA
GGIN
TAIL
S
RA
NC
H
RO
AD
CE
NT
ER
LIN
E
CL. R
EMIN
GT
ON
DR. S
TA.10
+00.00
FM 720 S
TA.249+6
9.42
=
CL. R
EMIN
GT
ON
DR.
HGL =589.00
EL.= 587.95
STA. 293+27.55
EXIST. 24" RCP
FIELD VERIFY
EX.6" WATERLINE
FIELD VERIFY
EX.6" WATERLINE
STA.293+30.43
PROP. 2-24" RCP
CL JE
NN
Y S
TA.10
+00.00
FM 720 S
TA.287+7
6.18
=
JE
NN
Y L
AN
E
CE
NT
ER
LIN
E
589.7
589.9
589.8
589.9
589.7
590.2
590.7
590.4
590.8
591.
2
591.
6
591.
8
591.
9
591.
9
592.0
591.
8
591.
5
591.
6
591.
9
592.2
592.7
593.0
593.5
594.1
594.4
594.7
594.7
594.8
594.4
594.0
594.0
593.6
592.9
592.0
591.
6
591.
1
590.1
589.2
587.9
586.9
586.1
585.5
584.9
584.0
583.1
582.4
581.
3
579.9
578.9
577.9
576.3
574.9
572.0
570.4
569.0
567.7
567.5
568.0
568.9
571.
2
572.9
574.8
576.3
577.6
578.6
579.2
579.6
579.8
580.3
581.
1
581.
6
582.4
583.3
584.1
584.7
587.1
586.8
587.7
588.4
589.1
589.9
590.5
591.
4
592.1
593.3
593.8
594.4
595.1
595.7
596.2
596.9
596.7
596.5
596.5
596.6
595.8
594.4
591.
5P
AV
EM
EN
T
ON
US 380
MAT
CH
EXIS
TIN
G
ED
GE
OF
EL. =
591.
45
PO
T.S
TA. 293
+46.53
EN
D
PR
OJE
CT
CSJ:1567-0
1-037
CL.STA. 272+61.32
CONC. BOX CULVERTS
REPLACED BY 2-7’X3’
EXIST. 2-60" RCP TO BE
FIELD VERIFY
EX. 36" WATER LINE
FIELD VERIFY
EX. 36" WATER LINE
FIELD VERIFY
EX. 36" WATERLINE
AT CL. FM 720
EXIST. GROUND
AT CL. FM 720
EXIST. GROUND
AT CL. FM 720
EXIST. GROUNDOF CL. FM 720
PGL 10’ LT. & RT.
OF CL. FM 720
PGL 10’ LT. & RT.
OF CL. FM 720
PGL 10’ LT. & RT.
FIELD VERIFY
EX. 12" WATERLILNE
+0.350% -0.500%
-0.500% +0.884%
+0.884% -1.242%
-1.242%-2.177%
-2.177%+1.538
%
+1.538% -1.500%
589.03
589.20
589.38
589.55
589.73
589.90
590.08
590.25
590.42
590.47
590.34
590.10
589.85
589.69
589.70
589.88
590.23
590.68
591.
12
591.
56
592.00
592.44
592.89
593.25
593.47
593.53
593.44
593.20
592.80
592.26
591.
64
591.
02
590.40
589.77
589.15
588.53
587.91
587.29
586.67
586.05
585.41
584.63
583.70
582.63
581.
54
580.45
579.36
578.28
577.19
576.12
575.18
574.41
573.78
573.31
573.00
572.84
572.83
572.98
573.29
573.75
574.36
575.11
575.88
576.65
577.42
578.19
578.96
579.73
580.50
581.
26
582.03
582.80
583.57
584.34
585.11
585.88
586.65
587.42
588.19
588.96
589.73
590.49
591.
26
592.03
592.80
593.57
594.31
594.87
595.20
595.32
595.22
594.90
594.37
593.65
592.90
592.15
K = 115
e = -1.33’
V.C. = 350.00’
PVI.EL. = 596.65
PVI.STA. 290+00.00
K = 162
e = 2.79’
V.C. = 600.00’
PVI.EL. = 570.11
PVI.STA. 272+75.00
K = 160
e = -0.18’
V.C. = 150.00’
PVI.EL. = 584.81
PVI.STA. 266+00.00
K = 165
e = -0.93’
V.C. = 350.00’
PVI.EL. = 594.43
PVI.STA. 258+25.00
K = 145
e = 0.35’
V.C. = 200.00’
PVI.EL. = 589.35
PVI.STA. 252+50.00
K = 147
e = -0.13’
V.C. = 125.00’
PVI.EL. = 590.60
PVI.STA. 250+00.00
EL.=
590.38
PV
C.S
TA. 249+3
7.50
EL.=
590.29
PV
T.S
TA. 250+6
2.50
EL.=
589.85
PV
C.S
TA. 251+50.00
EL.=
590.23
PV
T.S
TA. 253
+50.00
EL.=
592.89
PV
C.S
TA. 256+5
0.00
EL.=
592.26
PV
T.S
TA. 260+0
0.00
EL.=
585.74
PV
C.S
TA. 265+2
5.00
EL.=
583.17
PV
T.S
TA. 266+7
5.00
EL.=
576.64
PV
C.S
TA. 269+7
5.00
EL.=
574.73
PV
T.S
TA. 275+7
5.00
EL.=
593.96
PV
C.S
TA. 288+2
5.00
EL.=
594.02
PV
T.S
TA. 291+75.00
DENSE TREES
DENSE TREES
595.2
586.6
588.6
589.5
589.3
589.4
590.7
593.8
594.6
595.4
591.9
592.5
594.4
590.4
590.5
595.3
595.3
594.7
583.5
589.4
590.9
588.5
596.2
595.2
594.6
593.2
593.3
593.4591.
5
591.4
593.7
595.3
595.7
597.2
594.7
595.8
594.8
594.9
595.2
586.5 589.
7
588.5
594.4
575 580
585
590
595
575
580
585
590
595
595
590
595
595
12"
Waterline
12" Waterline
EM
EM
E
THH
T
GT
690+00 695+00 700+00
290+0
0
Southbound Station
247+88.00
249+05.00
250+32.00
251+49.00
264+14.00
265+31.00
266+42.00
267+59.00
280+57.00
281+74.00
282+94.00
284+11.00
293+50.00
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-1.50%
-1.50%
-1.50%
-1.50%
-1.50%
-1.50%
Superelevation e% Northbound Station
221+02.00 -2.00%
Superelevation e%
293+25.00 -2.00%
286+01.00
287+18.00
288+32.00
289+49.00
-1.50%
-1.50%
-2.00%
-2.00%
236+23.00 -2.00%
CL
US 380
12’ 12’ 8’
200’ EXISTING ROW
12’ 12’
EXI
ST.
RO
W
EXI
ST.
RO
W
VARIES6:1
TYP
CONDITION
CUT
CONDITION
FILL
LANE LANE LANE LANE
1.5% 1.5%PGL
93 4 5 3 4 5
10’12’ 8’
VARIES6:1
TYP2.0% 2.0%
LANERT.TURN
8’
SHLDR.
RIGHT TURN LANES
US 380 WITH EXISTING
EXISTING TYPICAL SECTION
LANERT.TURN
STA.693+00.00 TO STA.699+00.00 RT-TURN BAYS
CL
US 380
12’ 12’ 8’
200’ EXISTING ROW
12’ 12’
EXI
ST.
RO
W
EXI
ST.
RO
W
VARIES6:1
TYP
CONDITION
CUT
CONDITION
FILL
LANE LANE LANE LANE
1.5% 1.5%PGL
93 4 5 3 4 5
12’12’ 8’
VARIES6:1
TYP2.0% 2.0%
LANERT.TURN
8’
SHLDR.LANE
RT.TURN
STA.693+00.00 TO STA.699+00.00 RT-TURN BAYS
SHLDR.
LANES AND ADDITONAL SHOULDER
US 380 WITH EXISTING RIGHT-TURN
PROPOSED TYPICAL SECTION
0’-10’
N.T.S.
TRAFFIC VOLUME DIAGRAM
TRAFFIC DIAGRAM
OF FM 720
550
560
570
580
590
600
610
620
630
TXDOT, AUSTIN, TEXAS
TRANSPORTATION PLANNING AND PROGRAMMING
BASED ON DATA OBTAINED FROM
FM 720 (40 mph)
No.Parcel No. IDTax NameOwners AddressOwners AddressSitus Acres Deed
SB-60 561399 LTD Construction, & Land Texas of HomesLennar 75063 Tx Irving, 270, Suite Place, Market1707 76227 Tx Crossroads, St., Brahma313 0.1251 2013-01Plat
SB-61 561398 LTD Construction, & Land Texas of HomesLennar 75063 Tx Irving, 270, Suite Place, Market1707 76227 Tx Crossroads, St., Brahma309 0.1252 2013-01Plat
SB-62 561397 LTD Construction, & Land Texas of HomesLennar 75063 Tx Irving, 270, Suite Place, Market1707 76227 Tx Crossroads, St., Brahma305 0.1231 2013-01Plat
SB-63 561396 LTD Construction, & Land Texas of HomesLennar 75063 Tx Irving, 270, Suite Place, Market1707 76227 Tx Crossroads, St., Brahma301 0.1960 2013-01Plat
SB-64 561403 LTD Construction, & Land Texas of HomesLennar 75063 Tx Irving, 270, Suite Place, Market1707 0.5800 2013-01Plat
SB-65 125759 LTD Construction, & Land Texas of HomesLennar 75063 Tx Irving, 270, Suite Place, Market1707 720 FMW 11.2380 2012-69690
SB-66 561415 LTD Construction, & Land Texas of HomesLennar 75063 Tx Irving, 270, Suite Place, Market1707 0.0700 2013-01Plat
SB-67 304966 Inc. Texas, of Homes FamilyBowen 30097 Ga Duluth, 200, Suite Pkwy, Sugarloaf6650 76227 Tx Denton, Dr., RanchEagle 0.0791 ROW
SB-68 304974 EdgarFanniel, 76227 Tx Crossroads, Court, Rose Wild175 76227 Tx Crossroads, Court, Rose Wild175 0.3011 2013-7036
SB-69 304973 AudreyWillis, 76227 Tx Crossroads, Court, Rose Wild171 76227 Tx Crossroads, Court, Rose Wild171 0.1204 2011-115559
SB-70 304972 JenniferKrisko, 76227 Tx Crossroads, Court, Rose Wild167 76227 Tx Crossroads, Court, Rose Wild167 0.1262 2007-8783
SB-71 304971 B Sarah & L ChristopherFerguson, 76227 Tx Crossroads, Court, Rose Wild163 76227 Tx Crossroads, Court, Rose Wild163 0.1250 2011-88789
SB-72 304970 S NicholasWilson, 76227 Tx Crossroads, Court, Rose Wild159 76227 Tx Crossroads, Court, Rose Wild159 0.1237 2011-114051
SB-73 304969 Carlos JuanSegovia, 76227 Tx Crossroads, Court, Rose Wild151 76227 Tx Crossroads, Court, Rose Wild151 0.1654 2011-73955
SB-74 304968 T Juvenal JoseChavez, 76227 Tx Crossroads, Court, Rose Wild9205 76227 Tx Crossroads, Court, Rose Wild9205 0.2948 2009-2093
NB-18 38226 Enterprises RanchSpiritas 75205 Tx Dallas, 100, Suite Ave., McKinney5016 720 FMW 138.7070 998-670
75SB 304965 O GabrielBonus, 76227 Tx Crossroads, Dr., Ranch Eagle137 76227 Tx Crossroads, Dr., Ranch Eagle137 0.1289 2008-266
76SB 304964 Jr. M John & L JodieCleary, 76227 Tx Crossroads, Dr., Ranch Eagle133 76227 Tx Crossroads, Dr., Ranch Eagle133 0.1284 2007-85501
77SB 304963 A ArturoMaluy-ramirez, 76227 Tx Crossroads, Dr., Ranch Eagle129 76227 Tx Crossroads, Dr., Ranch Eagle129 0.1449 2011-60157
78SB 304962 L AngelaJohnson, 76227 Tx Crossroads, Dr., Ranch Eagle125 76227 Tx Crossroads, Dr., Ranch Eagle125 0.1342 2011-19258
79SB 304961 LLC Investments, PropertryVasa 76227 Tx Crossroads, Dr., Ranch Eagle121 76227 Tx Crossroads, Dr., Ranch Eagle121 0.1262 2011-28457
80SB 304960 Pimentel-Noggle Nancy & MatthewNoggle, 76227 Tx Crossroads, Dr., Ranch Eagle117 76227 Tx Crossroads, Dr., Ranch Eagle117 0.1295 2011-29159
81SB 304959 R ShirleyTyson, 76227 Tx Crossroads, Dr., Ranch Eagle113 76227 Tx Crossroads, Dr., Ranch Eagle113 0.1193 2011-61200
82SB 304958 MiguelSolares, 76227 Tx Crossroads, Dr., Ranch Eagle109 76227 Tx Crossroads, Dr., Ranch Eagle109 0.1213 2011-42832
83SB 304957 Confidential 76227 Tx Crossroads, Dr., Ranch Eagle105 76227 Tx Crossroads, Dr., Ranch Eagle105 0.1250 2010-119803
84SB 304956 VaughanChristner, 76227 Tx Crossroads, Dr., Ranch Eagle101 76227 Tx Crossroads, Dr., Ranch Eagle101 0.2232 2011-24432
85SB 206889 K Jann & E LadonJones, 76227 Tx Aubrey, 444, BoxP.O. 76227 Tx Aubrey, Lane, Meadows Quail9131 1.5000 01-10320
86SB 206882 S Constance & W ThomasWiemann, 76227 Tx Aubrey, lane, Meadows Quail9130 76227 Tx Aubrey, lane, Meadows Quail9130 1.3400 01-105039
87SB 38002 LTD Properties, LouiseBen, 75024 Tx Plano, Dr., Riverside6608 720 FMW 7.4000 98-0116366
NB-19 465354 Marie Lynda & Sr. W JohnieMcDaniel, 76227 Tx Aubrey, 720, FM4301 76227 Tx Aubrey, 720, FM4301 8.6300 2010-99765
NB-20 38094 Marie Lynda & Sr. W JohnieMcDaniel, 76227 Tx Aubrey, 720, FM4301 76227 Tx Aubrey, 720, FM4301 1.0000
NB-21 38089 Marie Lynda & Sr. W JohnieMcDaniel, 76227 Tx Aubrey, 720, FM4301 76227 Tx Aubrey, 720, FM4201 9.4900 2011-Death
NB-22 38102 Marie Lynda & Sr. W JohnieMcDaniel, 76227 Tx Aubrey, 720, FM4301 3.9200 2010-99765
NB-23 114206 EllisMeals, 75068 Tx Elm, Little Dr., Highland1507 76227 Tx Aubrey, 720 FM4391 0.3250 2012-95998
NB-24 111275 Enterprises RanchSpiritas 75205 Tx Dallas, 100, Suite Ave., McKinney5016 720 FMW 41.0800 2737-131
SB-88 121938 LTD Properties, LouiseBen, 75024 Tx Plano, Dr., Riverside6608 720 FMW 14.8580 98-0116366
SB-89 38085 Jr. Dean, BillyTalley, 76227 Tx Aubrey, 720, FM4550 76227 Tx Aubrey, 720, FM4550 1.8100 951-967
SB-90 98650 K Janis & L BenjaminSmith, 75093 Tx Plano, Dr., Creekpoint5213 76227 Tx Aubrey, 720, FM4646 12.0000 04-122653
NB-25 149070 76227 Tx Aubrey, 720, FM4725 76227 Tx Aubrey, 720, FM4725 1.2280 2269-580
NB-26 38842 76227 Tx Aubrey, 720, FM4725 76227 Tx Aubrey, 720, FM4725 4.2300 2269-584
NB-27 256769 Inc. Community ParkLinclon 76011 Tx Arlington, Dr., Franklin2114 720 FMW 33.3660 03-166084
NB-28 38063 Group ParkerThe 76011 Tx Arlington, Dr., Franklin2114 76227 Tx Aubrey, 380,US 2.9820 419760
SB-91 191206 LTD 380 &720 75201 Tx Dallas, 100, Suite St., Fairmount2808 76227 Tx Aubrey, 380,US 24.5660 04-25048,49,50
TYPICAL SECTIONS
2 2
550
560
570
580
590
600
610
620
630
SB-61
RE
MIN
GT
ON D
R.
WILD ROSE COURT
EAGLE RANCH DRIVE
WIL
D R
OSE L
AN
E
SU
ND
AN
CE T
RAIL
SP
UR
S T
RAIL
QU
AIL M
EA
DO
WS L
AN
E
WA
GGIN T
AIL
S R
AN
CH R
OA
D
JE
NN
Y L
AN
E
NICOLLE LANE
TA
N CIR
CL
E
MELANIE LANE
U.S. 380
U.S. 380
OAK GROVE LANE
CURVE DATA TABLE
OWNER INFORMATION TABLE
SB-62
SB-63
SB-64 SB-65
SB-66 SB-67
SB-68
SB-69
SB-70
SB-71
SB-72
SB-73
SB-74
SB-75
SB-76
SB-77
SB-78
SB-79
SB-80
SB-81
SB-82
SB-83SB-84
SB-85
SB-86
SB-86
SB-87
SB-89
SB-90
SB-91
NB-18
NB-19
NB-21
NB-20
NB-20
NB-22
NB-23
NB-24
NB-25
NB-26
NB-27 NB-28
SB-88
REMINGTON DR. STA.8+00.00
MATCH EXIST. PAVEMENT
QUAIL MEADOWS STA.13+75.00
MATCH EXIST. PAVEMENTSTA.10+35.00
WAGGIN TAILS RANCH ROAD
MATCH EXIST. PAVEMENT
PROP. ROW
PROP. ROWPROP. ROW
PROP. ROW
PROP. ROW
PROP. ROW PROP. ROW
PROP. ROWEXIST. ROWEXIST. ROW
EXIST. ROW
EXIS
T. R
OW
EXIS
T. R
OW
EXIST. ROW
EXIST. ROW
EXIST. ROWEXIST. ROW
EXIST. ROW
EXIST. ROW
EXIST. ROW
EXIST.
ROW
EXIST. ROW
=20’(T
YP)
R
=10’
R
=20’(TYP)
R
=10’
R
MA
TC
H
LIN
E S
TA.2
45
+00.0
0
MA
TC
H
LIN
E S
TA.2
68+00.0
0M
AT
CH
LIN
E S
TA.2
68
+00.0
0
SUPERELEVATION TABLE
=2.5’R
=70’
R
=5’
R=5’
R =2.5’
R
=97’
R
=2.5’
R
NB-27
SB-91
U.S. 380
OA
K G
RO
VE L
AN
E
EXIST. ROW
PR
OP. R
OW
PR
OP. R
OW
EXIS
T. R
OW
EXIST. ROWEXIST. ROW
EXIST. ROW
=70’
R
=70’
R
=102’
R
=70’R
=2.5’
R
PAVEMENT
SAWCUT EXISTING
22’
MATCH EXIST. PAVEMENT
US 380 STA.700+92.61
END CURB RETURN
=20’ (TYP.)
R
=20’ (T
YP.)
R
=10’ (
TYP.)
R
=10’ (
TYP.)
R
6
7 8
9
10
EASEMENT
30’ PERM. UTILITY
18
US 380 S
TA.692
+75.23,52’
RT.
EN
D
TAP
ER, B
EGIN
RT. T
UR
N
LA
NE
US 380 S
TA.689+7
5.23, 42’
RT.
BE
GIN
TAP
ER
300’ TAPER 600’ STORAGE
UTILITY EASEMENT
EXISTING 30’ PERM.
BRAHMA ST.
AV
EN
UE
EA
ST
WO
OD
CL. STA. 246+25.00
END RETAINING WALL
WALL
PROP. RETAINING
WALL
PROP. RETAINING
CL. STA. 271+50.00
BEGIN RETAINING WALL
WALL
PROP RETAINING
141.61’
99.0
3’
30.70’
17.27’
102.55’
WALL
PROP. RETAINING
CL. STA. 274+50.00
END RETAINING WALL
CL. STA. 271+50.00
BEGIN RETAINING WALL
=10’ (TYP.)
R
CL. STA. 272+61.32
PROP. 2-7’X3’ BOX CULVERTS
CL. STA. 293+27.55
PROP. 2-24" RCP
1,000 - 2044 ADT
1,000 - 2034 ADT
1,000 - 2014 ADT
LEGEND
UTILITY EASEMENT
EXIST. 30’ PERM.
MA
TC
H
LIN
E S
TA. 290
+00.0
0
MATCH LINE STA. 29
2+00.00
CL. STA. 293+27.55
PROP. 2-24" RCP
=10’
R
=10’
R
=10’
R
=10’
R
=10’
R
CL. REMINGTON DR.STA.10+00.00
CL. FM 720 STA.249+69.42 =
CL. QUAIL MEADOWS STA.15+75.05
CL. FM 720 STA.265+84+72 =
CL. STA. 270+00.00
END RETAINING WALL
STA.13+00.00
CL. WAGGIN TAILS RANCH ROAD
CL. FM 720 STA.282+32.83 =
CL. JENNY LANE STA.10+00.00
CL. FM 720 STA.287+76.18 =
JENNY LANE STA.12+00.00
MATCH EXIST. PAVEMENT
CURVE
CL_720-1
CL_720-2
CL_720-3
CL_720-4
CL_720-5
CL_720-6
CL_720-7
CL_720-8
CL_720-9
CL_720-10
CURVE
CL_MARTOP-1
CL_MARTOP-2
CURVE
CL_LLOYDS-1
CURVE
CL_CROSS_S-1
CURVE
CL_CROSS_M-1
CURVE
CL_CROSS_N-1
CL_CROSS_N-2
CURVE
CL_REM-1
CURVE
CL_QUAIL-1
CL_QUAIL-2
186+01.46 7,122,367.44 2,434,784.05
195+37.52 7,123,083.09 2,434,146.25
211+92.19 7,124,763.83 2,434,229.47
220+32.81 7,125,494.32 2,434,674.80
240+39.77 7,127,400.13 2,435,308.42
248+99.58 7,128,256.79 2,435,184.57
260+70.39 7,129,385.89 2,434,871.11
264+06.06 7,129,678.16 2,434,704.29
273+78.45 7,130,659.54 2,434,728.29
278+02.56 7,131,082.83 2,434,699.03
13+44.77 7,122,278.24 2,434,463.55
18+18.45 7,122,434.96 2,434,939.58
11+97.37 7,125,310.87 2,434,792.39
10+37.52 7,126,702.92 2,434,621.62
11+16.29 7,126,656.60 2,434,917.12
11+21.94 7,126,843.87 2,434,659.10
13+39.88 7,126,729.29 2,434,866.89
7+00.99 7,128,256.49 2,434,865.85
10+42.43 7,129,851.71 2,434,178.87
11+26.49 7,129,877.63 2,434,259.67
675.00
675.00
1412.39
1452.39
675.00
5749.58
675.00
675.00
2864.79
2864.79
575.00
575.00
300.00
273.46
195.00
231.97
217.83
545.00
250.00
250.00
19° 15’ 54.48"
19° 15’ 54.48"
15° 35’ 41.00"
55° 27’ 34.43"
55° 48’ 08.00"
18° 34’ 51.92"
15° 37’ 26.00"
44° 23’ 11.84"
46° 31’ 55.81"
18° 17’ 27.94"
41° 29’ 47.37"
44° 32’ 33.41"
28° 32’ 00.00"
12° 58’ 39.00"
26° 37’ 01.14"
7° 17’ 19.87"
14° 12’ 08.03"
31° 07’ 08.03"
5° 21’ 23.16"
5° 37’ 23.16"
8° 29’ 17.75"
8° 29’ 17.75"
4° 03’ 23.91"
3° 56’ 41.71"
8° 29’ 17.75"
0° 59’ 47.48"
8° 29’ 17.75"
8° 29’ 17.75"
2° 00’ 00.00"
2° 00’ 00.00"
N 20° 57’ 35.41" W
N 19° 26’ 12.39" W
N 17° 06’ 04.31" E
N 24° 52’ 44.81" E
N 5° 04’ 54.74" E
N 11° 52’ 15.76" W
N 22° 36’ 59.71" W
N 14° 09’ 29.71" W
N 1° 16’ 37.27" W
N 1° 08’ 37.27" W
S 84° 57’ 25.56" E
N 80° 55’ 20.50" E
9° 57’ 52.14"
9° 57’ 52.14"
19° 05’ 54.94" S 83° 14’ 55.32" E
S 79° 26’ 53.09" E20° 57’ 07.16"
29° 22’ 56.82" S 62° 05’ 57.11" E
S 88° 51’ 19.05" E
S 89° 01’ 35.83" E26° 18’ 11.93"
24° 41’ 57.80"
10° 30’ 46.75" N 84° 57’ 30.71" E
N 81° 50’ 41.45" E
N 81° 50’ 41.45" E22° 55’ 05.92"
22° 55’ 05.92" 42.43 84.06
42.43 84.06
74.63 148.34
121.94 224.54
115.34 212.15
31.90 63.24
37.52 74.57
122.39 232.41
247.23 466.98
92.57 183.56
255.71 488.87
276.44 524.76
359.14 703.37
165.19 328.97
159.67 313.57
366.21 731.43
84.09 167.32
187.95 366.61
134.01 267.82
140.69 281.15
478.25 183+45.75
511.64 192+61.07
696.13 208+33.05
328.26 218+67.62
310.76 238+80.10
730.94 245+33.37
166.89 259+86.30
362.12 262+18.11
267.72 272+44.44
281.04 276+61.86
188+34.62
197+85.83
215+36.42
221+96.59
241+93.68
252+64.80
261+53.62
265+84.72
275+12.26
279+43.02
454.25 10+97.54 15+64.52
182.78 17+25.88 19+09.44
226.64 10+74.98 13+07.39
74.34 10+00.00 10+74.57
62.96 10+84.39 11+47.63
215.87 10+00.00 12+24.54
203.86 12+24.54 14+36.69
147.88 6+26.36 7+74.70
83.66 10+00.00 10+84.06
83.66 10+84.06 11+68.12
N 0° 12’ 41.73" W N 41° 42’ 29.10" W
N 41° 42’ 29.10" W N 2° 50’ 04.31" E
N 2° 50’ 04.31" E N 31° 22’ 04.31" E
N 31° 22’ 04.31" E N 18° 23’ 25.31" E
N 18° 23’ 25.31" E N 8° 13’ 35.83" W
N 8° 13’ 35.83" W N 15° 30’ 55.69" W
N 15° 30’ 55.69" W N 29° 43’ 03.72" W
N 29° 43’ 03.72" W N 1° 24’ 04.31" E
N 1° 24’ 04.31" E N 3° 57’ 18.85" W
N 3° 57’ 18.85" W N 1° 40’ 04.31" E
S 61° 41’ 27.65" E N 71° 46’ 36.53" E
N 71° 46’ 36.53" E S 89° 55’ 55.53" E
S 61° 03’ 19.40" E N 74° 33’ 28.76" E
S 87° 15’ 36.09" E S 71° 38’ 10.09" E
S 52° 48’ 31.15" E S 71° 23’ 23.08" E
N 63° 24’ 53.74" E S 61° 07’ 31.83" E
S 61° 07’ 31.83" E N 63° 04’ 20.16" E
S 87° 14’ 38.79" E N 77° 09’ 40.21" E
S 88° 31’ 21.31" E N 72° 12’ 44.21" E
N 72° 12’ 44.21" E S 88° 31’ 21.31" E
CURVE NO.
CURVE NO.
CURVE NO.
CURVE NO.
CURVE NO.
CURVE NO.
CURVE NO.
CURVE NO.
P.I. STATION
P.I. STATION
P.I. STATION
P.I. STATION
P.I. STATION
P.I. STATION
P.I. STATION
P.I. STATION P.I. STATION - N
P.I. STATION - N
P.I. STATION - N
P.I. STATION - N
P.I. STATION - N
P.I. STATION - N
P.I. STATION - N
P.I. STATION - N P.I. STATION - E
P.I. STATION - E
P.I. STATION - E
P.I. STATION - E
P.I. STATION - E
P.I. STATION - E
P.I. STATION - E
P.I. STATION - E DEGREERADIUSDELTA TANGENT LENGTH CHORD BEARING
DELTA RADIUS DEGREE TANGENT LENGTH
LENGTHTANGENTDEGREERADIUSDELTA
DELTA RADIUS DEGREE TANGENT LENGTH
LENGTHTANGENTDEGREERADIUSDELTA
DELTA RADIUS DEGREE TANGENT LENGTH
LENGTHTANGENTDEGREERADIUSDELTA
DELTA RADIUS DEGREE TANGENT LENGTH CHORD BEARING
CHORD BEARING
CHORD BEARING
CHORD BEARING
CHORD BEARING
CHORD BEARING
CHORD BEARING
CHORD LENGTH P.T. STATIONP.C. STATION BACK TANGENT
BACK TANGENTP.T. STATIONP.C. STATIONCHORD LENGTH
CHORD LENGTH P.C. STATION P.T. STATION BACK TANGENT
BACK TANGENTP.T. STATIONP.C. STATIONCHORD LENGTH
CHORD LENGTH P.C. STATION P.T. STATION BACK TANGENT
BACK TANGENTP.T. STATIONP.C. STATIONCHORD LENGTH
CHORD LENGTH P.C. STATION P.T. STATION BACK TANGENT
BACK TANGENTP.T. STATIONP.C. STATIONCHORD LENGTH
CENTERLINE QUAIL MEADOWS CURVE DATA
CENTERLINE REMINGTON BLVD CURVE DATA
CENTERLINE CROSS OAK RANCH BLVD NORTH CURVE DATA
CENTERLINE CROSS OAK RANCH BLVD MIDDLE CURVE DATA
CENTERLINE CROSS OAK RANCH BLVD SOUTH CURVE DATA
CENTERLINE LLOYD’S ROAD CURVE DATA
CENTERLINE MARTOP ROAD CURVE DATA
CENTERLINE FM 720 CURVE DATA
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
AHEAD TANGENT
AHEAD TANGENT
AHEAD TANGENT
AHEAD TANGENT
AHEAD TANGENT
AHEAD TANGENT
AHEAD TANGENT
AHEAD TANGENT
END PROJECT CSJ:1567-01-037
SIGNALIZED INTERSECTION
CL. US 380 STA.699+44.02
CL. FM 720 STA.293+91.53 =
END PROJECT CSJ:1567-01-037
SIGNALIZED INTERSECTION
CL. US 380 STA.699+44.02
CL. FM 720 STA.293+91.53 =
EASEMENT
PROPSED 30’ UTILITY
CL. STA. 268+50.00
BEGIN RETAINING WALL
CL. STA. 273+75.00
END RETAINING WALL
BEGINS.
2.) ALL UTILITIES WILL BE FIELD VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION
THE FINAL DESIGN PHASE OF THIS PROJECT.
1.) FINAL LOCATION AND NUMBER OF MEDIAN OPENING WILL BE DETERMINED DURING
NOTE:
100.96’89.53’
32.07’
Oak Grove United Methodist Church Cemetery
Oak Grove United Methodist Church
![PRECEDENTIAL - United States CourtsDavid C. Gibbs III Gibbs Law Firm 2648 FM 407, Suite 240 Bartonville, TX 76226 Counsel for Appellee Craig R. Gottlieb [Argued] City of Philadelphia](https://img.pdfslide.us/doc/110x75/60d83cb5d4b1604c5531d21d/precedential-united-states-courts-david-c-gibbs-iii-gibbs-law-firm-2648-fm-407.jpg)
