fm 455 from west of fm 2450 to east of creekview...
TRANSCRIPT
6/4/2015
G:\1220\4527-01\
DG
N\
Sche
matic\452701 sch01.dgn
US
ER:
$U
SE
R$
$I
NS
T$
ST
AT
US:
FI
LE:
DA
TE:
CUT TYPICAL FILL TYPICAL
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
À FM 455
EXISTING
35' MIN 35' MIN
3:1 MAX6:1 USL6:1 MIN
4:1 USL
2:1 MAX
6:1 MIN
3:1
USL
2:1
MA
X
4' USL
VARIES
1.5' USL
2% 2%
28' BASE CROWN
45' USUAL 45' USUAL
2'
32' SUBGRADE CROWN
2'
22' PRIME
LEGEND
DISPLACEMENTS
PROPOSED EASEMENT
PROPOSED SIDEWALK AND ADA RAMPS
150'
R
150'
R
245'100' TRANSITION 100' STORAGE
345' DECELERATION
445'
FM 455 PROPOSED LEFT TURN BAY TYPICAL DETAIL
EST. 125 CY/STA
ROADBED TREATMENT
APPROX. 9" COMPLETED DEPTH
Duck Creek
Cemetery
PECANPLUM
9T
H8
TH
7T
H
6T
H
4T
H
3R
D
2N
D
BOLIVAR
CHERRY
LOCUST
WILLOWWOOD
WOOD
MARSHALLCHURCH
CHURCH
AUSTINW AUSTIN
HOUSTON
JACKILU
WAYNE
ELM
WA
LN
UT
DE
NT
ON
OA
K
CAROLYN
ALLEN
DAVID
KA
TH
RA
N
HIL
LC
RE
ST
MANOR
SOUTHSIDE
DIA
NE
AC
KE
R
Ra
nger
Branch
CLEAR
CREE
K
CR
EE
K
DU
CK
CR
EE
K
5T
H
1S
T
HOLT BE
RR
Y
BE
RR
Y
SA
NG
ER
CIT
Y
LIM
IT
ELM
CROW WRIGHT
CO
LO
NIA
L
CO
WLIN
G
RECTOR
Bolivar
Cemetery
BENJAMIN
13
TH
12
TH
11T
H
10
TH
LakePaddock
STAR
RISIN
G
1.3
0.3
0.3
0.1
1.2
0.4
4.0
4.0
CR
ES
TVIE
W
SA
M
BA
SS
HARBERSON
CHIS
UM
QU
AIL
TR
AIL
FIE
LD
LA
RK
BOB WHITE WAY
CHIS
UM
ME
TZ
E BELZ
JE
NNIF
ER
GRIMLEY
MA
RIO
N
DUCK CREEK
CHOCTAW
RIDGE
CR
EE
KVIE
W
DU
CK
CR
EE
K
SU
LLIV
AN
MA
RIO
N
X
X
DOWN WIND
BL
AK
EL
Y
LO
OP
CemeterySanger
SA
M
BA
SS
RE
CT
OR
2450
600
400
200
600
400
200
1200
1000
800
200018001200
440040002800
2600
2400
1600
2050 ADT2040 ADT2020 ADT
LEGEND
FM 455
FM 2450
FM 2450
600
400
200
600
400
200
600
400
200
600400200
640060004400
800
600
400
2050 ADT2040 ADT2020 ADT
LEGEND
FM 455
600
400
200
800600400
2050 ADT2040 ADT2020 ADT
LEGEND
FM 455
1200
1000
800
1000
800
600
1200
1000
800
1000800600
2600
2400
1600
2050 ADT2040 ADT2020 ADT
LEGEND
FM 455
600
400
200
5600
5000
3600
1400
1200
800
600400200
3400
2800
2200
2050 ADT2040 ADT2020 ADT
LEGEND
FM 455
SAM BASS ROAD
SAM BASS ROAD
METZ ROAD
154001400010200
(SERVICE ROADS ONLY)
14000128009200
1000092006800
(SERVICE ROADS ONLY)
PROPOSED EDGE OF PAVEMENT
JUNE 10, 2013
TRANSPORTATION PROGRAMMING AND PLANNING DIVISION MEMORANDUM
SOURCE OF DATA: TEXAS DEPARTMENT OF TRANSPORTATION;
N.T.S.
DANNENBAUM
0
SCALE:
0
LOCATION MAP
SUBJECT TO CHANGE
PRELIMINARY
SCALE: HORIZONTAL 1"= 200'
SCALE: VERTICAL 1"= 20'
200'100'200'
20' 10' 20'
ROLL OF 2
SANGER
BOLIVAR
LIMIT
CITY
6/4/2015PERMIT PURPOSES. DATE:
BE USED FOR CONSTRUCTION, BIDDING, OR
DANIEL W. EVERETT,P.E. 93551. IT IS NOT TO
OF INTERIM REVIEW UNDER THE AUTHORITY OF
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
DANNENBAUMENGINEERING COMPANY - DALLAS, LLC
T.B.P.E. FIRM REGISTRATION #392
0
SCALE:
0
SUBJECT TO CHANGE
PRELIMINARY
SCALE: HORIZONTAL 1"= 200'
SCALE: VERTICAL 1"= 20'
200'100'200'
20' 10' 20'
ROLL OF 2
6/4/2015PERMIT PURPOSES. DATE:
BE USED FOR CONSTRUCTION, BIDDING, OR
DANIEL W. EVERETT,P.E. 93551. IT IS NOT TO
OF INTERIM REVIEW UNDER THE AUTHORITY OF
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
TRAFFIC DIAGRAMS
MAX3:14:1
MAX
3:1
4:1
LANE LANE LANE LANE
N.T.S.
FM 455
À
SIDE
WALK
SIDE
WALK
FM 455 PROPOSED DOWNTOWN TYPICAL SECTION
PGL
MAX3:14:1
MAX
3:1
4:1
LANE LANE LANE LANE
N.T.S.
FM 455
À
SIDE
WALK
SIDE
WALK
PGL
N.T.S.
LANE
MAX3:14:1
MAX
3:1
4:1
LANE LANE LANE LANESIDE
WALK
SIDE
WALK
PGL
LANE
MAX3:14:1
MAX
3:1
4:1
LANE LANE LANE LANE
N.T.S.
FM 455
À
SIDE
WALK
SIDE
WALK
PGL
MAX3:14:1
MAX
3:1
4:1
LANE LANE LANE LANE
N.T.S.
FM 455
À
SIDE
WALK
SIDE
WALK
PGL
LANE
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
TWLTL
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
14'12'17'12'14' 5'1' 1'5' 3' 3'
VARIES 104-225'
14'12'12'14' 5'1' 1'5' 3' 3'
VARIES 104-150'
11'
14'12'11'12'14' 5'1' 1'5' 3' 3'
VARIES 125-166'
6'
6'
12'14'12'14' 5'1' 1'5' 3' 3'12'17'
14'12'17'12'14' 5'1' 1'5' 3' 3'
VARIES 118-200'
FM 455 PROPOSED TYPICAL SECTION
FM 455 PROPOSED TYPICAL SECTION
FM 455 PROPOSED TYPICAL SECTION
FM 455 PROPOSED TYPICAL SECTION
7-65'VARIES
7-70'VARIES
7-30'VARIES
7-30'VARIES
15-45'VARIES
15-45'VARIES
7-57'VARIES
EXI
ST
RO
W
EXI
ST
RO
W
VARIES 54-170'
VARIES 50-110'
VARIES 60-134'
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
EXI
ST
RO
W
VARIES 60-90'
VARIES 50-90'
MAX3:14:1
MAX
3:1
4:1
LANE LANE LANE LANE
N.T.S.
FM 455
À
SIDE
WALK
SIDE
WALK
FM 455 PROPOSED DOWNTOWN TYPICAL SECTION
PGL
PR
OP
OS
ED
RO
W
TWLTL
14'12'17'12'14' 5'1' 1'5' 3' 3'
EXI
ST
RO
W
EXI
ST
RO
W
LANE
12'
50'
122'
FM 455 PROPOSED TYPICAL BRIDGE SECTION
PROPOSED EASTBOUNDPROPOSED WESTBOUND
PGL
À FM 455
PROPOSED
LANE LANE LANE LANE
'14 '12 '1 '17 '1 '12 '14
2% 2%1.5%
N.T.S.
TYPE C221 RAILTYPE C221 RAIL
VARIES 120-170'
EXI
ST
RO
W
EXI
ST
RO
W
VARIES 170'-225'
WALK
SIDE
1'1'
8' 8'
WALK
SIDE
STA 283+59.64 TO STA 287+28.09
STA 234+07.03 TO STA 238+36.87
STA 197+56.47 TO STA 202+45.38
FM 455
À
LANE LANE
FM 455
À
''5
SIDE
WALK
FM 455 PROPOSED TYPICAL SECTION AT IH 35
'8
MAX
2:1
3:1
'
LANE
TURN
LANE
TURN
BRIDGE COLUMN
STA 231+09.97 TO STA 234+07.03
1 1
N.T.S.
14'9" CLEARANCE
DUCK CREEK)
(TYPE TX 70 OVER
OTHERWISE NOTED)
(TYPE TX46-UNLESS
GIRDER
PRESTR CONC
Duck Creek
Cemetery
PECANPLUM
9T
H8
TH
7T
H
6T
H
4T
H
3R
D
2N
D
BOLIVAR
CHERRY
LOCUST
WILLOWWOOD
WOOD
MARSHALLCHURCH
CHURCH
AUSTINW AUSTIN
HOUSTON
JACKILU
WAYNE
ELM
WA
LN
UT
DE
NT
ON
OA
K
CAROLYN
ALLEN
DAVID
KA
TH
RA
N
HIL
LC
RE
ST
MANOR
SOUTHSIDE
DIA
NE
AC
KE
R
Ra
nger
Branch
CLEAR
CREE
K
CR
EE
K
DU
CK
CR
EE
K
5T
H
1S
T
HOLT BE
RR
Y
BE
RR
Y
SA
NG
ER
CIT
Y
LIM
IT
ELM
CROW WRIGHT
CO
LO
NIA
L
CO
WLIN
G
RECTOR
Bolivar
Cemetery
BENJAMIN
13
TH
12
TH
11T
H
10
TH
LakePaddock
STAR
RISIN
G
1.3
0.3
0.3
0.1
1.2
0.4
4.0
4.0
CR
ES
TVIE
W
SA
M
BA
SS
HARBERSON
CHIS
UM
QU
AIL
TR
AIL
FIE
LD
LA
RK
BOB WHITE WAY
CHIS
UM
ME
TZ
E BELZ
JE
NNIF
ER
GRIMLEY
MA
RIO
N
DUCK CREEK
CHOCTAW
RIDGE
CR
EE
KVIE
W
DU
CK
CR
EE
K
SU
LLIV
AN
MA
RIO
N
X
X
DOWN WIND
BL
AK
EL
Y
LO
OP
CemeterySanger
SA
M
BA
SS
RE
CT
OR
2450
LOCATION MAP
SANGER
BOLIVAR
LIMIT
CITY
11' 11'
PGL
LANE LANE
N.T.S.
EXISTING/PROPOSED TYPICAL SECTION
SAM BASS ROAD
MAX
3:1
4:1
MAX3:14:1
11' 6'11'8'
EXI
ST
RO
W
EXI
ST
RO
W
PGL
LANE LANE
N.T.S.
MAX
3:1
4:1
MAX3:14:1
10'4'
EXI
ST
RO
WLANESHLDR
EXISTING/PROPOSED TYPICAL SECTION
IH35 NORTHBOUND FRONTAGE ROAD
PGL
LANELANE
N.T.S.
10'14' 10' 4'
EXI
ST
RO
W LANE SHLDR
EXISTING/PROPOSED TYPICAL SECTION
IH35 SOUTHBOUND FRONTAGE ROAD
MAX3:14:1
MAX
3:1
4:1
10' 14' 10'
EXISTING CITY/COUNTY ROW
EXISTING TXDOT ROW
LEGEND
DISPLACEMENTS
PROPOSED EASEMENT
PROPOSED SIDEWALK AND ADA RAMPS
PROPOSED EDGE OF PAVEMENT
EXISTING CITY/COUNTY ROW
EXISTING TXDOT ROW
STA 153+35.40 TO STA 154+85.40
STA 29+00.51 TO STA 30+00.51
GOVERNMENT
COORDINATION WITH THE LOCAL
DURING THE PS&E PHASE IN
OPENINGS WILL BE DETERMINED
2. FINAL LOCATIONS FOR MEDIAN
OTHERWISE NOTED
1. ALL RADII ARE MIN 15' UNLESS
NOTES:
NOTE: ALL CURBS ARE TYPE II UNLESS OTHERWISE NOTED.
4141 BLUE LAKE CIRCLE, STE 240 DALLAS, TX 75244 (972) 239-2002
ENGINEERING COMPANY - DALLAS, LLCT.B.P.E. FIRM REGISTRATION #392
4141 BLUE LAKE CIRCLE, STE 240 DALLAS, TX 75244 (972) 239-2002
455
455
45577
35
B35
B35
455
B35
77
35
B35
* *
*LANE CONFIGURATION
SEE PLAN VIEW FOR*
RIPRAP
BRIDGE CONCRETE
STA 20+92.72
CSJ: 0816-02-072
BEGIN PROJECT
STA 312+93.90
CSJ: 0816-02-072
END PROJECT
STA 312+93.90
CSJ: 0816-02-072
END PROJECT
STA 20+92.72
CSJ: 0816-02-072
BEGIN PROJECT
SCHEMATIC
PRELIMINARY DESIGN
C 2015 by Texas Department of Transportation; all rights reserved
Texas Department of Transportation
FM 455
DENTON COUNTY
21,400
15,400
45 MPH (LOW SPEED URBAN)
MINOR ARTERIAL
EXCEPTIONS:
RAILROADS:
EQUATIONS:
NONE
BNSF RR
NONE
FM 455
DESIGN SPEED:
SAM BASS ROAD
35 MPH (CITY STREET)
TRAFFIC SOURCE: TXDOT, TP&P MEMO JUNE 10, 2013
PROJECTED ADT (2040):
PROJECTED ADT (2020):
DESIGN SPEED:
FUNCTIONAL CLASS:
GOVERNMENT
COORDINATION WITH THE LOCAL
DURING THE PS&E PHASE IN
OPENINGS WILL BE DETERMINED
2. FINAL LOCATIONS FOR MEDIAN
OTHERWISE NOTED
1. ALL RADII ARE MIN 15' UNLESS
NOTES:
1.5%
2%2%
1.5%
1.5%
2% 2%
1.5%1.5%
2% 2%
1.5%
1.5%
2% 2%
1.5%
1.5%
2% 2%
1.5%1.5%
2%2%
1.5%
1.5%
2%2%
1.5%
2% 2%
PROPOSED ROW
PROPOSED ROW
PROPOSED METAL BEAM GUARD FENCE
PROPOSED METAL BEAM GUARD FENCE
FM 455 EXISTING TYPICAL SECTION
STA 20+92.72 TO STA 313+23.50
(APPROXIMATE LOCATION)
UTILITY MANHOLE
(APPROXIMATE LOCATION)
FIRE HYDRANT
(APPROXIMATE LOCATION)
OVERHEAD ELECTRIC
(APPROXIMATE LOCATION)
WATER LINE
(APPROXIMATE LOCATION)
SANITARY SEWER LINE
(APPROXIMATE LOCATION)
UTILITY MANHOLE
(APPROXIMATE LOCATION)
FIRE HYDRANT
(APPROXIMATE LOCATION)
OVERHEAD ELECTRIC
(APPROXIMATE LOCATION)
WATER LINE
(APPROXIMATE LOCATION)
SANITARY SEWER LINE
MEDIAN
SODDED
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
MEDIAN
SODDED
B35
B35
35
35
INFORMATION OWNERPROPERTY
NUMBER NO. IDPROPERTY NAMESOWNER
1 59126 BENTLEY L.RANDY
2 59144 MARTIN L. GARY & L.STEPHEN
3 58818 INC. HOSPITAL ANIMAL CREEKCLEAR
4 57964 BENTLEY L.RANDY
5 250374 BENTLEY LEROYMARGARET
6 164480 CURTSINGER ESTFD
7 250372 BENTLEY A MICHELLE & JR RB
8 57964 BENTLEY L.RANDY
9 122831 CARSEY P.GERALD
10 117863 CARSEY P.GERALD
11 58796 SMITH L LACEY & LJOSHUA
12 164480 CURTSINGER ESTFD
13 58800 WAGNER L CHRISTINE & CPHILLIP
14 188925 STEWART P.SUSAN
15 58828 HARBERSONCALVIN
16 58831 CHURCH BAPTISTBOLIVAR
17 122976 MARTIN M JODI & M.AARON
18 186532 MAXWELL RJUSTIN
19 186533 JONES R AMY & MCALVIN
20 186534 SPRUIELL SHARON & WPAUL
21 56215 CURTSINGER DJAMES
22 111336 GRAVES ANNECHERI
23 244984 GRAVES ANNECHERI
24 58833 ALBRECHT IRWINROBERT
25 123015 CHURCH BAPTISTBOLIVAR
26 123016 CHURCH BAPTISTBOLIVAR
27 117106 STOKESTERRY
28 117108 TIPPIT LJANET
29 56411 BERTEL VICTORIA &DONNY
30 257967 INC HOMESSUMEER
31 257969 INC HOMESSUMEER
32 258007 INC HOMESSUMEER
33 56269 MOSS LRENNA
34 283703 MANTSCH SARAH & CDAVID
35 56407 INC CASTLEMEDIEVAL
36 247079 BENTLEY A MICHELLE & JR RB
37 56285 DOWNING M LAURA & WJASON
38 56294 CHURCH COWBOY BRAND THE FORRIDIN
39 56366 THATEN LINDA &MIKE
40 46409 BUTHOD TRUST PARTHUR
41 134535 RIVERA CASTOR ARCELIA &PEDRO
42 134538 PAXANTHONY
43 114138 PAXANTHONY
44 76437 BLACKMARTIN
45 134541 RHODES DIANE &TOMMY
46 134540 RHODESTOMMY
47 149570 MELTONJOHNNY
48 149586 BLEDSOE K BRENDA & ATONY
49 57186 SELPH KNOWESJUDY
50 57193 HALBERT A JEAN & WFLOYD
51 111255 SELPH KNOWESJUDY
52 57224 NANCE EDBILLY
53 57372 NANCE
54 57205 COKER DELORES & III WJOHN
55 57208 PATE L) BETTY (AKAPEGGY
56 57200 SERRANO S KAREN & AALLEN
57 59752 HOLSON ANNJO
58 59747 HOLSON ANNJO
59 59742 HOLSON ANNJO
60 59761 NANCE EWILLIAM
61 106056 KNEZEK AGERALD
62 106058 WEBB HELEN & IIWOODARD
63 106059 KNEZEK AGERALD
64 132566 WEBB HELEN & IIWOODARD
65 59751 DOBBS KAYSANDRA
66 75839 DOBBS KAYSANDRA
67 59768 WALLACE EROBERTA
68 128451 JONES STRAIN NORMA & LEETERRY
69 283345 KNIGHTSTEP A BRANDY &DONNY
70 300028 MORRIS G BELITA & JWILLIAM
71 300029 MANN A MELISSA & PBRIAN
72 59737 PUGH GAYLETA & GROBERT
73 208169 KNIGHTSTEPDONNY
74 620422 CORP SUPPLY WATERBOLIVAR
75 225100 ROSENTHAL STOUFFE &KATHY
76 225315 ROSENTHAL STOUFFE &KATHY
77 225313 ROSENTHAL STOUFFE &KATHY
78 59901 KNIGHTSTEP BETH CAROL &JOHN
79 59905 WATSON DARLENE & SR VJAMES
80 59711 HOLLSTEIN STROOPE &CONNIE
81 59734 SLIGER R PATTIE & RRANDY
82 77796 SLIGER R PATTIE & RRANDY
83 77077 MARSHALL MRSRUTH
84 232698 INC ESTATE REAL AND RANCHINGR&R
85 232699 INC ESTATE REAL AND RANCHINGR&R
86 56536 RULAND L SHELLEY & DKENNETH
87 131208 ISDSANGER
88 56489 LTD GROUPPAC
89 233824 PORTER
90 245453 LLC HOLDINGS LANDREED
91 245454 LLC PROFESSIONALSJJEM
92 245455 II LLC FAMILYSHIELDS
93 245456 HERMES RKENNETH
94 245457 PERRY JRICHARD
95 245458 LTD GROUPPAC
96 56513 LLC RENTALSS&T
97 56518 HEWLETT DIANELINDA
98 56521 HEWLETT DIANELINDA
99 56459 INC AUTOMOTIVEO'REILLY
100 243328 LTD GROUPPAC
101 253746 ISBELL A SHERRY & KDAVID
102 243327 INC MANAGEMENT TILECRIMSON
103 57235 LLC PROPERTIESB-29
104 238298 COMPANY TRUST AND BANK UNITEDFIRST
105 205219 INC FINN CR
106 309668 LLC MANAGEMENTFUEL
107 56431 SWITZER TRCHET
108 56438 SWITZER TRCHET
109 75856 LP STORESVICTRON
110 60333 MUIR TRICHARD
111 59731 LLC RENTALS FAMILYSPRINGER
112 57946 LLC RENTALS FAMILYSPRINGER
113 57919 LLC RENTALS FAMILYSPRINGER
114 199424 LLC ADDISTION PATESANGER
115 199629 LLC PORTFOLIO SDI TEXASDENTON/NORTH
116 57927 INC PROP KARLKLEMENT
117 57924 INC PROP KARLKLEMENT
118 58030 JOHNSON LEEDORMAN
119 155832 CEBALLOS MRUSSEL
120 57928 CONLEY WJAMES
121 57932 COPELAND SSHARON
122 58714 SCHERTZLAVERNE
123 58716 CHERTZ CHERYL & LKERRY
124 77706 ASHCROFTOPAL
125 57643 ASHCROFTALFRED
126 58447 SPRINGER ELIZABETH & DJOHN
127 58441 SPRINGER ELIZABETH & DJOHN
128 239288 INC SODHIRJ
129 291008 ETAL INC FARMSEAGLE
130 58699 LLC RENTALS FAMILYSPRINGER
131 58704 LLC RENTALS FAMILYSPRINGER
132 58688 PFAFFLY CAROLYN & WALLAN
133 58678 ETAL P/S LTD SAMDADFRANK
134 60332 BEARDRONALD
135 58673 ARRINGTON PEGGY &DENNIS
136 58659 BEARDRONALD
137 284004 PS LTD FAMILYSTUCKY
138 60307 ETAL INC FARMSEAGLE
139 58738 BECK LJESSE
140 58739 SEARLE GDONNA
141 58585 SEARLE-PARK G DONNA &BILL
142 60305 STEPHENS RAYA
143 60221 CONLEY DEBBIE &JIM
144 60218 PENNINGTON JBILLIE
145 268495 LLC INDUSTRIESGRANITE
146 60322 PRUETT ZHUGH
147 123509 ISDSANGER
148 132465 ISDSANGER
13-53'VARIES
VARIES 120-158'
15-33'VARIES
15-25'VARIES
10' 10'
14'
(SEE CSB(6)-10)
ON RIPRAP
CSB (TYPE 3)
PROPOSED RIP RAP
PROPOSED RIP RAP
CSJ NO. 0816-02-072
FROM WEST OF FM 2450 TO EAST OF MARION ROAD
DISTRICT ENGINEER
JAMES K. SELMAN P.E.,
DALLAS DISTRICT
*
LANE LANE
N.T.S.
FM 455
À
PGL
2% 2%
VARIES
19' TO 0'
VARIESVARIESVARIES VARIES
12' TO 11' 12' TO 11'16' TO 5' 16' TO 5'
STA 309+80.14 TO STA 312+93.90
MAX
3:1
4:1
MAX3:14:1
11'11'
MIN
1.5'
BRIDGE COLUMN
RIPRAP
BRIDGE CONCRETE
'5
SIDE
WALK
MAX2:
13:
1
1.5%
'8
MIN
1.5'
RIPRAP
*STA 304+95.52 TO STA 309+80.14
STA 248+04.83 TO STA 262+58.40
*
STA 238+36.87 TO STA 248+04.83
NET LENGTH OF PROJECT = 29,201.18 FT = 5.530 MI
BRIDGE = 250 FT = 0.047 MI
ROADWAY = 28,951.18 FT = 5.483 MI
DESIGN SPEED: 40 MPH (CITY STREET)
MARION ROAD
SCHEMATIC
PRELIMINARY DESIGN
C 2015 by Texas Department of Transportation; all rights reserved
Texas Department of Transportation
FM 455
DENTON COUNTY
21,400
15,400
45 MPH (LOW SPEED URBAN)
MINOR ARTERIAL
EXCEPTIONS:
RAILROADS:
EQUATIONS:
NONE
BNSF RR
NONE
FM 455
DESIGN SPEED:
SAM BASS ROAD
35 MPH (CITY STREET)
TRAFFIC SOURCE: TXDOT, TP&P MEMO JUNE 10, 2013
PROJECTED ADT (2040):
PROJECTED ADT (2020):
DESIGN SPEED:
FUNCTIONAL CLASS:
CSJ NO. 0816-02-072
FROM WEST OF FM 2450 TO EAST OF MARION ROAD
DISTRICT ENGINEER
JAMES K. SELMAN P.E.,
DALLAS DISTRICT
NET LENGTH OF PROJECT = 29,201.18 FT = 5.530 MI
BRIDGE = 250 FT = 0.047 MI
ROADWAY = 28,951.18 FT = 5.483 MI
DESIGN SPEED: 40 MPH (CITY STREET)
MARION ROAD
PGL
LANE LANE
N.T.S.
MAX
3:1
4:1
MAX3:14:1
12' 6'12'18'
EXI
ST
RO
W
EXI
ST
RO
W
EXISTING/PROPOSED TYPICAL SECTION
MARION ROAD
STRIPED FLUSH MEDIAN
RIPRAP
RIPRAP
*
*
*
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
VARIES 130'-140'
EXI
ST
RO
W
EXI
ST
RO
W
91'
* CENTER MEDIAN TAPERS FROM 17' TO 6' FROM STA 225+18.30 TO STA 230+58.00
*
* CENTER MEDIAN TAPERS FROM 6' TO 17' FROM STA 234+63.00 TO STA 238+17.50
STA 287+28.09 TO STA 292+10.73
STA 279+20.70 TO STA 283+59.64
STA 208+59.03 TO STA 213+30.95
STA 193+32.28 TO STA 197+56.47
STA 161+80.63 TO STA 166+49.34
STA 112+85.86 TO STA 117+79.40
STA 64+01.57 TO STA 68+76.07
STA 41+56.55 TO STA 46+33.26
STA 24+17.19 TO STA 29+00.51
STA 292+10.73 TO STA 300+21.15
STA 262+58.40 TO STA 274+24.87
STA 224+44.94 TO STA 231+09.97
STA 213+30.95 TO STA 219+63.26
STA 202+45.38 TO STA 203+63.54
STA 183+60.39 TO STA 188+56.34
STA 166+49.34 TO STA 178+85.47
STA 154+85.40 TO STA 156+89.69
STA 117+79.40 TO STA 153+35.40
STA 68+76.07 TO STA 107+96.71
STA 55+91.30 TO STA 59+26.13
STA 46+33.26 TO STA 51+15.29
STA 30+00.51 TO STA 36+82.37
STA 178+85.47 TO STA 183+60.39
STA 156+89.69 TO STA 161+80.63
STA 107+83.87 TO STA 112+85.86
STA 59+26.13 TO STA 64+01.57
STA 51+15.29 TO STA 55+91.30
STA 36+82.36 TO STA 41+56.55
STA 300+21.15 TO STA 304+95.52
STA 274+24.87 TO STA 279+20.70
STA 219+63.26 TO STA 224+44.94
STA 203+63.54 TO STA 208+59.03
STA 188+56.34 TO STA 193+32.28
FM 455 PROPOSED ASPHALT TRANSITION
1.5' 1.5'
1.5' 1.5'
1.5' 1.5'
1.5' 1.5'
1.5' 1.5'
1.5' 1.5'
1.5' 1.5'
2.5'
2.5'
(SEE CSB(6)-10)
ON RIPRAP
CSB (TYPE 3)
P
W.E.
662.4
W.E.
673.1
W.E.
685.2
W.E.
709.9
TELE
U
J
U
U
U
U U
U
U U
J
J
T
U
U
J
J
J
U
J
J
U
V
V
V
V
V
V
V
V
VV
V
T
V V
V
J
J
J
J
JJ
J
J
J
J
U
J
J
U
V
V
VV
V
V
V
V
T
T
J
U
U
U
U
JJ
U
U
J
J
J
J
J
J
J
U
U
STA = 40+75.00
EL = 680.75
(-)0.95% (+)2.0
9%
LVC = 480.00'
K = 158
ex = 1.83'
STA = 46+50.00
EL = 692.77
(+)2.0
9% (-)2.92%
LVC = 440.00'
K = 88
ex = -2.76'
STA = 95+50.00
EL = 731.00
(+)4.0
8%(-)3.48%
LVC = 460.00'
K = 61
ex = -4.35'
STA = 101+75.00
EL = 709.25
(-)3.48% (+)4.0
8%
LVC = 700.00'
K = 93
ex = 6.61'
STA = 109+00.00
EL = 738.80
(+)4.0
8% (-)3.98%
LVC = 650.00'
K = 81
ex = -6.54'
STA = 116+25.00
EL = 709.96
(-)3.98%
(+)0.51%
LVC = 360.00'
K = 80
ex = 2.02'
STA = 123+50.00
EL = 713.68
(+)0.51%
(-)4.40%
LVC = 960.00'
K = 195
ex = -5.90'
STA = 137+25.00
EL = 653.18
(-)4.40%
(-)0.73%
LVC = 1,180.00'
K = 322
ex = 5.41'STA = 146+00.00
EL = 646.79
(-)0.73% (+)1.15%
LVC = 300.00'
K = 160
ex = 0.70'
VP
C
ST
A 38
+35.00
VP
T
ST
A 43
+15.00
VP
C
ST
A 44
+30.00
VP
T
ST
A 48
+70.00
VP
C
ST
A 93
+20.00
VP
T
ST
A 97
+80.00
VP
C
ST
A 98
+25.00
VP
T
ST
A 105
+25.00
VP
C
ST
A 105
+75.00
VP
T
ST
A 112
+25.00
VP
C
ST
A 114
+45.00
VP
T
ST
A 118
+05.00
VP
C
ST
A 118
+70.00
VP
T
ST
A 128
+30.00
VP
C
ST
A 131
+35.00
VP
T
ST
A 143
+15.00
VP
C
ST
A 144
+50.00
VP
T
ST
A 147
+50.00
678.10
STA = 26+25.00
EL = 671.87
(-)3.00%
(-)0.50%
LVC = 200.00'
K = 80
ex = 0.63'
STA = 32+25.00
EL = 668.87
(-)0.50%
(+)4.3
8%
LVC = 400.00'
K = 82
ex = 2.44'
STA = 36+00.00
EL = 685.28
(+)4.3
8%
(-)0.95%
LVC = 350.00'
K = 66
ex = -2.33'
VP
C
ST
A 25
+25.00
VP
T
ST
A 27
+25.00
VP
C
ST
A 30
+25.00
VP
T
ST
A 34
+25.00
VP
C
ST
A 34
+25.00
VP
T
ST
A 37
+75.00
STA = 73+00.00
EL = 714.75
(+)1.24%
(-)6.00%
LVC = 460.00'
K = 64
ex = -4.16'
STA = 80+50.00
EL = 669.75
(-)6.00%(+)4.0
8%
LVC = 830.00'
K = 82
ex = 10.46'
VP
C
ST
A 70
+70.00
VP
T
ST
A 75
+30.00
VP
C
ST
A 76
+35.00
VP
T
ST
A 84
+65.00
STA = 157+30.00
EL = 659.75
(+)1.15%
(+)3.0
4%
LVC = 220.00'
K = 116
ex = 0.52'
VP
C
ST
A 156
+20.00
VP
T
ST
A 158
+40.00
STA = 162+00.00
EL = 674.03
(+)3.0
4%
(+)0.50%
LVC = 420.00'
K = 165
ex = -1.33'
VP
C
ST
A 159
+90.00
VP
T
ST
A 164
+10.00
STA = 53+00.00
EL = 673.78
(-)2.92% (+)2.7
1%
LVC = 500.00'
K = 89
ex = 3.52'
STA = 64+00.00
EL = 703.58
(+)2.7
1%
(+)1.24%
LVC = 200.00'
K = 136
ex = -0.37'
VP
T
ST
A 48
+70.00 VP
C
ST
A 50
+50.00
VP
T
ST
A 55
+50.00
VP
C
ST
A 63
+00.00
VP
T
ST
A 65
+00.00
FL=675.34
2-3'X3' MBC
STA 39+72.23
PROPOSED CULVERT 1
FL=673.40
2-3'X3' MBC
STA 50+28.40
PROPOSED CULVERT 2
FL = 670.08
2-4'X4' MBC
STA 54+22.69
PROPOSED CULVERT 3
FL=703.07
3'X2' BC
STA 68+85.76
PROPOSED CULVERT 4
FL=668.77
2-8'X6' MBC
STA 80+52.96
PROPOSED CULVERT 5
FL=710.45
4'X2' BC
STA 101+67.72
PROPOSED CULVERT 6
FL=703.40
7'X4' BC
STA 117+10.54
PROPOSED CULVERT 7
FL=702.78
2-3'X3' MBC
STA 122+53.58
PROPOSED CULVERT 8
FL=643.10
2-4'X4' MBC
STA 139+19.42
PROPOSED CULVERT 9
POT 10+00
.00
10
+00
POT 14+78
.65
PT STATION = 63+09.50
PC STATION = 60+44.73
RADIUS = 2000.00
LENGTH = 264.77
TANGENT = 132.58
DEGREE OF CURVE = 2° 51' 53.24"
DELTA = 7° 35' 6.20"
PI STATION = 61+77.31
PT STATION = 68+72.07
PC STATION = 65+47.88
RADIUS = 3000.00
LENGTH = 324.19
TANGENT = 162.26
DEGREE OF CURVE = 1° 54' 35.49"
DELTA = 6° 11' 29.99"
PI STATION = 67+10.13
PT STATION = 71+96.27
PC STATION = 68+72.07
RADIUS = 3000.00
LENGTH = 324.19
TANGENT = 162.26
DEGREE OF CURVE = 1° 54' 35.49"
DELTA = 6° 11' 29.99"
PI STATION = 70+34.33
PT STATION = 72+98.17
PC STATION = 72+85.76
RADIUS = 1040.00
LENGTH = 12.40
TANGENT = 6.20
DEGREE OF CURVE = 5° 30' 33.15"
DELTA = 0° 41' 0.02"
PI STATION = 72+91.96
PT STATION = 97+68.68
PC STATION = 94+49.39
RADIUS = 1040.00
LENGTH = 319.29
TANGENT = 160.91
DEGREE OF CURVE = 5° 30' 33.15"
DELTA = 17° 35' 25.30"
PI STATION = 96+10.30
PT STATION = 112+05.12
PC STATION = 108+18.75
RADIUS = 1040.00
LENGTH = 386.37
TANGENT = 195.44
DEGREE OF CURVE = 5° 30' 33.15"
DELTA = 21° 17' 9.36"
PI STATION = 110+14.19
PT STATION = 116+61.76
PC STATION = 116+11.71
RADIUS = 1040.00
LENGTH = 50.05
TANGENT = 25.03
DEGREE OF CURVE = 5° 30' 33.15"
DELTA = 2° 45' 25.91"
PI STATION = 116+36.74
PT STATION = 144+90.67
PC STATION = 142+99.82
RADIUS = 1040.00
LENGTH = 190.85
TANGENT = 95.69
DEGREE OF CURVE = 5° 30' 33.15"
DELTA = 10° 30' 51.17"
PI STATION = 143+95.52
PT STATION = 170+75.20
PC STATION = 154+97.54
RADIUS = 3000.00
LENGTH = 1577.65
TANGENT = 807.52
DEGREE OF CURVE = 1° 54' 35.49"
DELTA = 30° 7' 51.56"
PI STATION = 163+05.07
PO
T 20
+00.00
20+00
25+00
PC 25
+32.45
PT 26
+31.85
PC 27
+94.03
PT 28
+93.40
30+00
35+00
40+00
45+00
PC 45
+18.10
PT 48
+45.32
50+00
55+00
PC 57
+79.96
60+00
PR
C 60
+44.73
PT 63
+09.50
65+00
PC 65
+47.88
PR
C 68
+72.07
70+00
PT 71
+96.27
PC 72
+85.76
PT 72
+98.17
75+00
80+00
85+00
90+00
PC 94
+49.39
95+00
PT 97
+68.68
100+00
105+00
PC 108
+18.75
110+00
PT 112
+05.12
115+00 PC 116
+11.71
PT 116
+61.76
120+00
125+00
130+00
135+00
140+00
PC 142
+99.82
PT 144
+90.67
145+00
150+00
PC 154
+97.54
155+00
160+00165+00
170+00
PT 170
+75.20
PT STATION = 28+93.40
PC STATION = 27+94.03
RADIUS = 1040.00
LENGTH = 99.38
TANGENT = 49.73
DEGREE OF CURVE = 5° 30' 33.15"
DELTA = 5° 28' 29.36"
PI STATION = 28+43.75
PT STATION = 26+31.85
PC STATION = 25+32.45
RADIUS = 1040.00
LENGTH = 99.41
TANGENT = 49.74
DEGREE OF CURVE = 5° 30' 33.15"
DELTA = 5° 28' 35.76"
PI STATION = 25+82.19
PT STATION = 48+45.32
PC STATION = 45+18.10
RADIUS = 1040.00
LENGTH = 327.21
TANGENT = 164.97
DEGREE OF CURVE = 5° 30' 33.15"
DELTA = 18° 1' 36.46"
PI STATION = 46+83.07
PT STATION = 60+44.73
PC STATION = 57+79.96
RADIUS = 2000.00
LENGTH = 264.77
TANGENT = 132.58
DEGREE OF CURVE = 2° 51' 53.24"
DELTA = 7° 35' 6.20"
PI STATION = 59+12.54
FORWARD BEARING = N 79° 21' 31.90" E
BACK BEARING = N 71° 46' 25.69" E
FORWARD BEARING = N 71° 46' 25.69" E
BACK BEARING = N 79° 21' 31.90" E
FORWARD BEARING = N 65° 34' 55.70" E
BACK BEARING = N 71° 46' 25.69" E
FORWARD BEARING = N 71° 46' 25.69" E
BACK BEARING = N 65° 34' 55.70" E
NOGAP
10
100
600
2000.000000
PROPCL
01
600
682.55
682.33
682.74
683.78
685.46
687.55
689.36
690.08
689.67
688.11
688.12
692.21
696.29
700.37
704.46
708.54
712.62
716.71
720.79
724.35
726.29
726.60
725.25
722.30
719.12
716.99
715.94
715.97
717.08
719.26
722.53
726.53
729.68
731.59
732.26
731.68
729.87
726.83
722.89
718.91
715.12
712.45
711.03
710.86
711.35
711.45
711.04
710.12
708.69
706.75
704.29
701.33
697.85
693.86
689.48
685.08
680.68
676.35
672.31
668.57
665.15
662.04
659.25
656.76
654.58
652.72
651.16
649.92
648.99
648.25
647.60
647.50
648.02
649.09
650.23
651.38
652.53
653.67
654.82
655.97
657.11
658.26
659.68
664.92
667.95
670.63
675.03
675.53
676.03
676.53
677.03
677.53
678.03
678.53
679.03
675.62
672.97
671.53
671.00
670.50
670.00
669.84
670.86
673.10
676.57
680.48
682.95
683.90
683.37
706.06
707.30
708.54
709.78
711.03
712.20
712.18
710.59
707.42
702.68
696.75
691.01
686.40
683.01
680.84
679.88
680.14
681.61
684.30
661.95
600
672.70
674.16
600600600600
685.47
682.55
679.76
677.97
677.30
677.75
679.34
681.90
684.61
687.32
690.03
692.74
695.45
698.16
700.87
703.21
704.82
682.37
683.32
682.03
678.69
674.11
668.89
664.60
662.23
657.80
660.39
661.71
665.21
671.37
676.00
682.26
686.54
684.94
684.02
680.07
678.96
682.73
684.75
686.46
688.46
689.88
690.53
689.95
688.29
685.29
680.95
679.05
678.45
677.05
675.64
679.00
682.98
685.46
688.60
691.89
695.23
697.26
699.01
701.40
703.93
706.77
707.16
708.28
709.13
710.45
712.00
714.35
716.56
715.82
711.85
706.98
701.71
695.76
688.35
681.61
676.98
676.56
680.21
684.12
688.75
695.36
696.48
698.70
700.50
704.38
707.17
711.14
715.84
720.91
726.02
732.04
731.93
726.06
721.60
719.84
718.64
717.10
716.68
718.70
720.90
724.49
728.43
731.46
733.47
734.54
733.94
732.17
729.46
726.16
722.19
718.32
713.60
708.52
712.29
714.22
713.78
711.73
708.68
706.92
709.17
707.10
704.38
700.01
696.16
690.83
685.72
680.82
675.99
672.56
669.47
665.86
663.47
661.76
660.74
657.78
655.26
654.05
652.96
652.05
651.53
650.69
650.15
649.66
649.64
650.02
650.81
651.63
652.71
653.74
628.25
655.66
657.41
659.63
662.08
664.30
667.42
671.66
674.45
676.38
676.26
677.86
678.22
678.87
679.95
680.41
680.74
681.13
TELE
TELE
(-)1.03%
(-)3.02%
(-)1.25% (+)0.61%(-)0.50%
VP
C
ST
A 10
+00.00
VP
T
ST
A 10
+60.00
VP
C
ST
A 11
+20.00
VP
T
ST
A 12
+20.00
VP
C
ST
A 13
+85.00
VP
T
ST
A 14
+65.00
LVC = 60.00'
K = 30
ex = -0.15'
EL = 727.92
STA = 10+30.00
LVC = 80.00'
K = 72
ex = -0.11'
EL = 723.43
STA = 14+25.00
LVC = 100.00'
K = 56
ex = 0.22'
EL = 723.69
STA = 11+70.00
EL = 722.70
STA = 13+04.33
EL = 722.93
STA = 12+30.87
(-)0.31%
728.23
725.80
723.35
722.71
723.27
728.23
726.80
724.14
724.55
723.79
20+00
620
30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00 110+00 120+00 130+00 140+00 150+00 160+00 170+00
630
640
650
660
670
680
690
700
710
720
730
740
620
630
640
650
660
670
680
690
700
710
720
730
740
25+00 35+00 45+00 55+00 65+00 75+00 85+00 95+00 105+00 115+00 125+00 135+00 145+00 155+00 165+00
FM 2450
BU
RK
E
ST
RE
ET
FI
EL
D
LA
RK
LA
NE
KI
LD
EE
TR
AI
L
SA
M
BA
SS
RO
AD
SA
M
BA
SS
RO
AD
CR
EE
KVI
EW
RO
AD
MA
TC
HLI
NE 172
+00
FM 455 PGL
@ PGL
EXISTING GROUND
MA
TC
HLI
NE 172
+00
FM 455
PROPOSED À
FM 455
PROPOSED À
FM 455
PROPOSED À
FM 455
PROPOSED À
FM 455
PROPOSED À
@ PGL
EXISTING GROUND
@ PGL
EXISTING GROUND
@ PGL
EXISTING GROUND
EXI
ST
PR
OP
PR
OP
EXI
ST
FM 455 À STA 112+85.86
STA 12+67.23
À SAM BASS ROAD
PROPOSED ROW
EXISTING ROWEXISTING ROW
PROPOSED ROW
PROPOSED ROW
EXISTING ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
EXISTING ROW
PROPOSED ROW
PROPOSED ROW
EXISTING ROW
PROPOSED ROW
FM 455 PGL FM 455 PGL
STA 154+85.40
END BRIDGE
STA 153+35.40
BEGIN BRIDGE
STA 153+35.40
BEGIN BRIDGE
STA 30+00.51
END BRIDGER=50'
R=50'
R=50'
R=50'
R=50'R=50'
R=50'
R=50'
R=25'R=25'
R=25' R=25'
R=50'
R=50'
R=50'R=50'
R=25' R=25'
R=50'
R=50'
R=25'
R=25'
R=25'
STA 29+00.51
BEGIN BRIDGE
EXISTING ROW
150' SPAN
RIPRAP
RIPRAP
3:1 3
:1
3:1 3
:1
WS =661.70100
WS =647.03100
5'
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
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
30'
80'
90'
40'
50'
25'
120'
30'
100'
50'
143'
20'
15'
30'
80'
50'
110'
20'
220'
100'
27' 2
0'
40'
45'
80'
80'
35'
120'
25'
45'
85'
35'
50'
100'
45'
140'
FL=675.34
2-3'X3' MBC
STA 39+72.23
PROPOSED CULVERT 1
FL=673.40
2-3'X3' MBC
STA 50+28.40
PROPOSED CULVERT 2
FL = 670.08
2-4'X4' MBC
STA 54+22.69
PROPOSED CULVERT 3
FL=703.07
3'X2' BC
STA 68+85.76
PROPOSED CULVERT 4
FL=668.77
2-8'X6' MBC
STA 80+52.96
PROPOSED CULVERT 5
FL=710.45
4'X2' BC
STA 101+67.72
PROPOSED CULVERT 6
FL=703.40
7'X4' BC
STA 117+10.54
PROPOSED CULVERT 7
FL=702.78
2-3'X3' MBC
STA 122+53.58
PROPOSED CULVERT 8
FL=643.10
2-4'X4' MBC
STA 139+19.42
PROPOSED CULVERT 9
PROPOSED ROW
FM 455 PGL
PIPELINE
EXISTING UTILITY
FL
OW
FL
OW
TO BE REMOVED
EXISTING 4'X4' BOX CULVERT
TO BE REMOVED
EXISTING 4'X4' BOX CULVERT
TO BE REMOVED
EXISTING 3'X3' BOX CULVERT
TO BE REMOVED
EXISTING 2'X2' BOX CULVERT TO BE REMOVED
EXISTING 2-60" RCP
FL
OW
FL
OW
FL
OW
FL
OW
FL
OW
FL
OW
FL
OW
FL
OW F
LO
W
FL
OW
FL
OW
FL
OW
FL
OW
FL
OW
FLOW
FL
OW
HISTORICAL MARKER
TOWNSITE OF BOLIVAR
HISTORICAL MARKER
AND ASSOCIATED
BOLIVAR CEMETARY
EXISTING ROW
DRAINAGE EASEMENT
PROPOSED
STA 154+85.40
END BRIDGE
TYPE TX46
TYPE TX70
EXISTING ROW
"21
6' 9
100' SPAN
STA 29+00.51
BEGIN BRIDGE
STA 30+00.51
END BRIDGE
PROPOSED ROW
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
À
SA
M
BA
SS
RO
AD
FM 455
À
ST
A 112
+85.86
1 1
TO BE REMOVED
EXISTING 3'X3' BOX CULVERT
TO BE REMOVED
BOX CULVERT
EXISTING 4.7'X6'X7'
TO BE REMOVED
EXISTING 3'X3' BOX CULVERT
TO BE REMOVED
EXISTING 7'X6' BOX CULVERT
SAM BASS ROAD PROFILE
730
720
710
700
FM 455 À STA 24+45.83
BEGIN SIDEWALKS
40'
EXISTING ROW
16'
17'
85'
17'
38'
FEMA ZONE A
FEMA ZONE A
FEMA ZONE AE
FEMA ZONE AE
FEMA ZONE AE
FEMA ZONE A
FEMA ZONE A
FEMA ZONE A
FEMA ZONE A
TRIBUTARY
CLEAR CREEK
DUCK CREEK
GROUND
EXISTING
PGL
MATCH EXISTING PAVEMENT
FM 455 À STA 20+92.72
BEGIN CONSTRUCTION
CSJ #0816-02-072
BEGIN PROJECT
FM 455 À STA 20+92.72
BEGIN CONSTRUCTION
CSJ #0816-02-072
BEGIN PROJECT
MATCH EXISTING PAVEMENT
FM 455 À STA 24+17.19
1
2
3
4
5
6
7
89
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25 26
27
28
2929
30
31
32
33 34
35
36 37 38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
5455
56 57
58
59
60
61
62
63
64 6566
67
68
69
70
71 72
73
74
À
FM 455
À
SA
M
BA
SS
RO
AD
ST
A 12
+67.23
10+00
MBGF & SGT
MBGF & SGT
MBGF & SGT
MBGF & SGT
MBGF & SGT
MBGF & SGT
PAVEMENT
MATCH EXISTING
STA 14+67.50
À SAM BASS ROAD
END CONSTRUCTION
MATCH EXISTING PAVEMENT
STA 10+00.00
À SAM BASS ROAD
BEGIN CONSTRUCTION
STA 14+67.50
À SAM BASS ROAD
MATCH EXISTING PAVEMENT
END CONSTRUCTION
STA 10+86.22
À SAM BASS ROAD
MATCH EXISTING PAVEMENT
BEGIN CONSTRUCTION
RIPRAP
PROPOSED ROW
75'