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Slab
LP
LP
LP
Riprap
Riprap
Riprap
Riprap
Riprap
Riprap
Riprap
Riprap
TL
Billboard
Slab
Slab
Slab
LP
LP
LP
Billboard
Sign
Paved
Parking
TFP
TFP
TFP
Slab
Paved
Parking
Inlet
TL
TL
TL
Slab
Slab
Slab
TL
Inlet
Slab
Slab
Sign
Unpaved
Parking
Gate
Sign
Sign
Unpaved
Parking
Paved
Parking
Gate
Unpaved
Parking
Unpaved
Parking
Gate
Gate
Inlet
Inlet
LP
LP
LP
LP
LP
Paved
Parking
TFP TFP TFP
TFP
TFP
Inlet
Inlet
Inlet MH
MH TL TL
TL
TL
Pond
LP
LP
Goal
LP
Gate
Slab
Tank
MH
MH
Sign
Sign
Sign
Sign
Posts
Guard
Posts
Guard
Posts
Guard
Posts
Guard
Posts
Guard
Posts
Guard
Parking
Paved
Sign
Posts
Guard
Sign
MH
Inlet
Inlet
Gate
Gate
Gate
Gate
Gate
Inlet
Inlet
Billboard
TFP TFP TFP TFP TFP
S S
Inlet
Gate
Gate
S S
S
S
Gate
Inlet
Inlet
Inlet
Inlet
Paved
Parking
Paved
Parking
Paved
Parking
Stock
Pile
Stock
Pile
Pond
Sign
MH
MH
MH
TFP
Tank
MH
Ce
metery
TFP
Slab
Parking
Unpaved
Pile
StockRiprap
MH
Riprap
Inlet
Gate
MH
Sign
Billboard
TFP TFP
TFP
Gate
Sign
Sign
Sign
Gate
Billboard
Gate
S S
S S
Gate
Sign
Auto
Salvage
Yard
Sign
Sign
Unpaved
Parking
Unpaved
Parking
LP
LP
LP
LP
Gate
LP
S
S
LP
Signs
TFP
LP
Paved
Parking
Paved
Parking
Pond
Pond
LP
MH MH
LPSign
Unpaved
Parking
Unpaved
Parking
LP
Inlet
Inlet
Inlet
TFP
Gate
Inlet
FP FP FP
Inlet
Inlet
S
LP
TFP
LP
S
LP
Inlet
Inlet
Gate
Gate
Gate
Stock
Piles
Paved
Parking
Paved
Parking
AC
Units MH MH
MH MH
MH
Tank
Inlet
Inlet
Sign
TFP
LP
Sign
Tank
Guard
Posts
Stock
Pile
Ra
mp
TFP LP
Ramp
S
Posts
S
Sign
S
LP
LP S
Inlet
Posts
LP
Inlet
Inlet
Inlet
Inlet
FH
TFP TFP
S S
Guard
Posts
TFP
Posts
Inlet
Paved
Parking
Inlet
Sign
Sign
Guard
Posts
LP
Sign
Guard
Posts
Inlet
S
FH
Tanks
Tanks
Tanks
Tanks
Tanks
Earthen
Da
m
FH
TFP
Stock
Pile
Gate
Gate
FH FH
FHInlet
Inlet
Inlet
TFP TFP
Tanks
LP
LP
FH
Tank
Tank
Tank
Signs
S S
Gate
Tanks
Tanks
Tanks
Stock
Pile
S
TFP
S
Ra
mp
Unpaved
Parking
Unpaved
Parking
Riprap
Earthen
Da
m
MH
Inlet
Inlet
Inlet
MH
AC
Units
AC
Units
AC
Unit
Parking
Paved
Area
U/
C
Sign
Parking
Paved
Parking
Unpaved
Pile
Stock
Stock
Piles
Unit
AC
Parking
Unpaved
Posts
Parking
Unpaved
Pile
Stock
Parking
Paved
Parking
Paved
Gate
Posts
Guard
Posts
Guard
Parking
Unpaved
Posts
Guard
Posts
Guard
Guard
Posts
Tanks
Posts
Guard
Above
Ground
Pipes
Units
AC
Tanks
Pile
Stock
Unit
AC
Inlet
Posts
Guard
Earthen Dam
Posts
Guard
Posts
Guard
Posts
Guard
Posts
Guard
Sign
Unit
AC
Posts
Guard P
osts
Guard
Pile
Stock
Construction
Area
Under
Construction
Area
Under
Construction
Area
Under
Line
To
wer
Trans
mission
Pile
Stock
Parking
Unpaved
Posts
4601 HOLMES ROAD CORPORATION
CORRIE KINGSBURY
DUAH
KWAKU
SHIRLEY STEGENT
CT SALLEE
HIFS PARTNERS, LIMITED
ZAKFAM & ASSOCIATES, INC
RESERVE
SHADOW CREEK RANCH
SHADOW CREEK RANCH
PEARLAND INVESTMENTS, LP
HARD ROCK ROAD PROPERTIES, LP
RC/GM LTD
IRVING SNYDER JR
HOLDINGS LPNATIONAL PROPERTY
RWG PARTNERS, LTD
IRVING SNYDER JR
ARMADILLEAUX, LP
MISSIONARY BAPTIST CHURCH
LOVE, FAITH & HOPE
LARRY & KAREN TYLER
HOUSTON HUMANE SOCIETY
JMG CONSTRUCTION
PALACIO
ELENA
MARIA
THERESA L BAILEY
NGUYEN
MARVIN HOANG
THERESA L BAILEY
BAILEY
THERESA L
BAILEY
BERNARD
BAILEY
BERNARD
ESTATEM M FELD
INDUSTRIAL
SOUTHBELT
DOAN QUOC NGUYEN
GALEASDELMA C
HUNT & HUNT, LTD
WILLIAM TEX TYLER
JOHNSON
JOHN
ALMEDA LUMBER CO.
HUNT & HUNT, LTD
HUNT & HUNT, LTD
BOWENS
EDWARD
ORELLANA
ORLANDO
CHART INC.
VERA RILEY
RESERVE
SHA
DO
W CREEK
RA
NCH
INVESTORS LTD
LA MIRADA PLAZA
ALONA R EATON
BOCKEL
WAYNE
ROBERT
LINDA A. BORDEN
DALE D. &
J
W
HER
RO
N
GU
LF
PIP
ELIN
E
CO.
CR
OM
PT
ON IN
DU
ST
RIA
L
(P
RIV
AT
E
RO
AD)
JE
RS
EY
SH
OR
E
ST
EEL
CO
MP
AN
Y
JOHNSON
JOHN
DAHLIA & WILLIE ANDREWS
PRODUCTS
AMERICAN DOOR
ABC EQUITIES
JOHNSON
JOHN
GUTHERIEPATSY
VERA RILEY
RILEY
LAWRENCE
HARRY SCHULTZ
LEWIS WRIGHT
CARLOTTA
BOUTELLE
RENA DOYLE
BROWN
CARLA
LATSON
& EMMA
STEVE
FANNIE & ANDREW JONES
LARRY BONE
ROW DEPTHARRIS COUNTY
SURFACE CHEMISTRY, LLCAKZO NOBEL
SURFACE CHEMISTRY, LLCAKZO NOBEL
WATER TREATMENTCITY OF PEARLAND
WORTHINGTONDAVID
SCHULTZHARRY
SURFACE CHEMISTRY, LLCAKZO NOBEL
INDUSTRIAL
SOUTHBELT
10
+0
0
15+00
10+00 15+00
20+00 25+00
430
+00
435+00
440
+00
445+00
450
+00
455+0
0
460
+0
0
465+0
0
10+00
15+00
20+00
10+00 15+00
20+00
25+00
100+00 105+00110+00
115+00120+00 125+00
130+00135
+00
140+0
0
145+00
150+00
155+00
160+00165+00 170+00
10+00
15+00
$D
AT
E$
TR
AN
SP
OR
TA
TIO
NT
EX
AS
DEP
AR
TM
EN
T
OF
$D
AT
E$
FM 521 (
AL
ME
DA
RO
AD)
TO:
FR
OM:
TR
AN
SP
OR
TA
TIO
NT
EX
AS
DEP
AR
TM
EN
T
OF
FM
521 (
AL
ME
DA
RO
AD)
11 1
FM 2234 (
Mc
HA
RD
RD.)
BELT
WA
Y 8
LOCATION MAP
45 MPH
NOT A BIDDING DOCUMENT
TEXAS REGISTRATION NUMBER
DATE
92908
$DATE$
SCALE: 0 100 200 300 400
17,000 (2008)
33,100 (2035)
HARRIS & FORT BEND COUNTIES
EDGE OF PAVEMENT/ FACE OF CURB
PROPOSED BRIDGE STRUCTURE
LEGEND
HERBERT B. JANAK III, P.E.
1
GE
OM
ET
RIC
SC
HE
MA
TIC
GE
OM
ET
RIC
SC
HE
MA
TIC
FM 2234 (
Mc
HA
RD
RD.)
BELT
WA
Y 8
TO:
FR
OM:
PROPOSED RAMP/ACCESS RD. PAVEMENT
PROPOSED CONCRETE RIPRAP
200 Scale: 24" x 100"
100 Scale: 36" x 200"
QF=20, B=60, C=-60
FM 521 AT FM 2234
GEOMETRIC SCHEMATIC LAYOUT
HOUSTON DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
(FM 521 AND FM 2234)
HIGH SPEED URBAN ARTERIALFUNCTIONAL CLASS :
PROJECTED ADT :
CURRENT ADT :
DESIGN SPEED (RAMPS AND COLLECTOR ROADS): 30 MPH (DES); 20 MPH (MIN)
DESIGN SPEED (FM 521 AND FM 2234) :
LENGTH = 1.2 MILES
2105-01-048
CSJ'S : 0111-01-067, 0111-03-031,
TO FM 2234
LIMITS : FROM BELTWAY 8
$FI
LE$
$FI
LE$
0 1 MI 2 MI
SCALE:
SMIT
H-
SO
UT
H
FR
EE
WA
Y
PEARLAND
CITY
LIM
IT
HARRIS
BRAZORIA
CO
UN
TY
AIR
LIN
E
1.7
2.5
CO
UN
TY
0.3
0.2
PEARLAND CITY LIMIT
288
2234
ALMEDA
LIM
IT
HOUSTON
1.0
0.7
2.4
PEARLAND CITY LIMIT
LINDA
GRAPEVINE
ABID
E
LIT
TLE
TRAFALGAR
TIFFANY
NEILS
ON GALL
AGHER
OAK HAM
BROOKFIELD
GRAPEVINE
TIFFANY
DALMATIAN
PLA
YE
R
DR
AY
CO
TT
ESSE
NDIN
E
GALAGHER
TRAFALG
AR
TIFFA
NY
TIFFANY
GRAPEVINE
GOULBURN
BROOKFIELD
FUQUA FUQUAHIR
AM
PINEBROOK SMOOTH OAK
SMOOTH OAK
KNOTTYNOLD
ROSEBUD
BROWNSTONE
CURLY
CURLY
OAKSOAKS
HIGH
HIGHPOINT
POINT
OAKSIDEOAKSIDE
OAKSIDE
KNOTTYNOLD
ROSEBUD
BROWN STONE
JU
PIT
ER
NU
WO
OD
BU
XLE
Y
BA
TH
UR
ST
BA
TH
UR
ST
WHIT
E
QU
EN
TIO
N
CAST
LE
RE
AG
H
REMUS
BU
RN
HA
M
NA
TA
LIE
IND
UST
RY
FOXSHIRE
AL
MEE
CE
ALK
AY
ALR
OV
ER
INSLE
Y
WA
TE
RLO
O
WA
TE
RLO
O
ZE
NIT
H
LIT
TLEF
OR
D
INSLE
Y
ALR
OV
ER
ALK
AY
AL
MEE
CE
AM
BR
OSE
BROOKFIELD
DALM
GATEWOOD
DRAKESTONE
MARKWOOD
INGOMAR
ANDERSON
TR
EA
TY
JO
RD
ON
AN
DERS
ON
OAKS
OA
KS
OA
KS
GATEWOOD
GLENRIDGE
MARKWOOD
INGOMAR WAY
DANEFIELD
LO
NG
LO
OK
VA
ND
ELA
WA
Y
WIC
KG
AT
E
BRIA
RWIC
K
CREEK
BRYANT RIDGE
RIDGECROKER
RID
GE
CHIS
WIC
K
VERNAGE
CANTERVIEW
BAYSWATER
AD
LE
R
FA
RA
DA
Y
ELA
NIE
ALMEDA-
GENOA
ANDERSON
THISTLE
JANBAR
HO
OP
ER
MO
NA
RC
H
CA
NT
ER
WELL
DEL P
AP
A
ME
RID
A
ELIS
E
MIL
AN
LA
BR
AD
OR
LA
BR
AD
OR
SE
WA
LK
NO
RW
AY
AL
ME
DA-S
CH
OO
L
BRID
GEP
OR
T
OHIO
EL
MFIE
LD
DANFIELD
FOXSHIRE
BROADHURST
BETTY
SUE
WO
OD
S
CARIB
SCHURMIER
KA
RA
LIS
LE
W
BRIG
GS
Mc
GR
AT
H
NORSHIRE
FELLOWS
GRAMMAR
WHITE
RILEY
BLUEBONNET
SOUTH
FELD
PA
RK
AL
ME
DA
BUFFALOSPEEDWAY
FRUGE
AL
ME
DA
SO
UT
H
FR
EE
WA
Y
HY
CO
HE
N
BU
FF
ALO
WICKFIELD
PA
RK
MA
NO
R
CA
MD
EN
HIL
L
CALLERY
MO
NR
AD
PAP
AD
OS
A
BU
XLE
Y
CemeteryBeth Jacob
Park
Almeda
HARRIS
CO
UN
TY
ParkWildheather
UP
521
8
RAPIDCREEK
RIDGECREEK
PARKRIDGE
SHADOWRIDGE
RIDGEHAVEN
RIDGEHARBOR
PRAIRIE
RIDGE
RID
GE
COTTON
AM
YRID
GE
PA
RK
MA
NO
R
COURT
PORTER
RIDGE
RAVEN
RIDGE
RIDGETON
RIPPLE RIDGE
HIR
AM
CLA
RKE
BUCKLER RIDGE
RIDGE
RID
GE
CREEK
BUN
KER
RIDGE CREEK
CASTLE
CREEK
RID
GE
TURN
STONE
RID
GE
RAPID
CR
EE
K
RIDGE
WEST
RIDGEVAN
PA
RK
MA
NO
R
BEECHHAVEN
CR
OFT
RID
GE
RO
E
LAZY
RID
GE
BO
WIE
RID
GE
RIDGE
WIND
MONTRIDGE
RID
GE
QUAIL
COVE
PAIT
ER
DET
RIC
MACKINAW
MELANITE
MAYWOOD
HILL
DA
NTE
CREEK
POST
OA
K
TEXASPARKWAY
EVERGREEN
KA
NS
AS
0.2
3.3
Clear
Creek
Bayou
CA
NA
L
RAIL
RO
AD
PA
CIF
IC
DA
RT
ON
AMBERN
GO
LD
SO
UT
H
LIVE OAK
AL
ME
DA
UNIO
N
0.5
HOUSTON
CIT
Y
PE
AR
LA
ND
CIT
Y
LIM
IT
518
ClearCreek
BEGIN PROJECT
END PROJECT
STA=126+23.00
EL=61.97
(+)0.65%
L=330.00'
K = 80
ex = 1.71'
STA=131+06.00
EL=85.16
(+)4.80%
(+)2.00%
L=180.00'
K = 64
ex = -0.63'
STA=139+85.00
EL=102.73
(-)4.80%
L=500.00'
K = 74
ex = -4.25'
STA=147+30.00
EL=66.97
(-)0.65%
L=330.00'
K = 79
ex = 1.71' STA=155+95.00
EL=61.38
(+)0.35%
STA=157+00.00
EL=61.76
STA=158+48.00
EL=61.24
(-)0.35% (+)0.35%
STA=161+10.00
EL=62.16
STA=162+90.00
EL=61.53
(-)0.35% (+)0.35%
VP
C
ST
A
124
+58.0
0
VPT
ST
A
127+88.0
0
VP
C
ST
A
130
+16.0
0
VPT
ST
A
131+96.0
0
VP
C
ST
A
137+35.0
0
VPT
ST
A
142
+35.0
0
VP
C
ST
A
145+65.0
0
VPT
ST
A
148+95.0
0
RR CL
EL=61.2
1
ST
A.
122
+0
0.0
0
MA
TC
H
EXIS
T
PA
VE
ME
NT
LFM 2234 C
ACCESS RD.
FM 521 SB
16.5'
MIN.
CLE
AR
AN
CE
16.5'
MIN.
CLE
AR
AN
CE
23'
MIN.
CLE
AR
AN
CE
ACCESS RD.
FM 521
CLE
AR
AN
CE
16.5'
MIN.
BLUEBONNET DR.
LOOP RD. CL
LACCESS RD. C
FM 521 SB
CLE
AR
AN
CE
16.5'
MIN.
NO VC NO VC NO VCNO VC
EL=62.1
9
ST
A.
164
+77.8
1
MA
TC
H
EXIS
T
PA
VE
ME
NT
LPROP C FM 521
NG
NO VC
(-)0.35%
STA=124+00.00
EL=60.52
125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00
61.2
1
60.6
8
60.5
2
60.9
0
60.9
3
60.9
7
60.6
0
59.2
8
59.3
2
59.2
0
62.4
8
59.3
0
58.9
1
58.4
5
58.1
7
61.2
7
58.3
3
60.1
2
59.8
5
59.8
4
59.8
3
59.8
2
59.8
2
59.8
1
59.8
0
59.7
9
59.7
8
59.7
8
59.7
7
59.7
6
59.1
8
58.9
3
61.3
6
61.8
3
61.8
0
61.9
8
61.9
1
61.7
8
62.1
4
62.2
3
62.1
4
61.9
2
62.2
3
62.1
9
125+00 130+00 135+00 140+00 145+00 150+00 155+00 160+00
60.5
2
61.2
8
63.0
9
66.1
6
70.4
7
75.2
7
80.0
7
84.3
2
87.0
4
89.0
4
91.0
4
93.0
4
95.0
4
97.0
3
98.7
5
99.1
8
98.2
6
95.9
7
92.3
3
87.6
1
82.8
1
78.0
1
73.2
9
69.5
6
67.0
9
65.8
7
65.2
3
64.5
8
63.9
4
63.2
9
62.6
4
62.0
0
61.4
0
61.7
6
61.4
1
61.4
2
61.7
7
62.1
2
61.8
5
61.5
7
61.9
2
61.2
1
60.8
7
(+)4.80%
STA=448+46.00
EL=100.52
(-)4.50%
L=600.00'
K = 65
ex = -6.97'
STA=456+37.00
EL=64.94
(+)0.70%
L=420.00'
K = 81
ex = 2.73'
VP
C
ST
A
445+46.0
0
VPT
ST
A
451+46.0
0
VP
C
ST
A
454
+27.0
0
VPT
ST
A
458+47.0
0
LDRIVEWAY C
PLANTLLOOP RD. C
RR CLLFM 521 C
23'
MIN.
CLE
AR
AN
CE
16.5'
MIN.
CLE
AR
AN
CE
EL=63.6
3
ST
A.
430
+0
0.0
0
MA
TC
H
EXIS
T
PA
VE
ME
NT L
EL=66.7
8
ST
A.
459
+0
0.0
0
MA
TC
H
EXIS
T
PA
VE
ME
NT
PROP C FM 2234
NG
VP
C
ST
A
437+80.0
0
VPT
ST
A
442
+30.0
0
(-)0.35%
STA=440+05.00
EL=60.15
ex = 2.90'
K = 87
L=450.00'
67.0
4
L
NG
STA=12+63.00
EL=60.13
(-)2.00% (+)3.0
0%
L=400.00'
K = 80
ex = 2.50'
STA=17+51.00
EL=74.79
(+)3.0
0% (-)4.57%
L=270.00'
K = 36
ex = -2.56'
VP
C
ST
A
10
+63.0
0
VPT
ST
A
14
+63.0
0
VP
C
ST
A
16
+16.0
0
VPT
ST
A
18+86.0
0
10+00 15+00
65.3
9
63.4
7
62.5
6
62.9
0
64.4
9
67.2
5
70.2
5
72.2
7
71.5
1
67.9
8
PROP C LOOP RD
STA=14+38.00
EL=60.69
(-)0.35% (+)0.35%
STA=17+39.00
EL=61.74
STA=21+58.00
EL=60.27
(-)0.35%
STA=25+59.00
EL=61.67
(+)0.35%
(+)2.00%
L=150.00'
K = 91
ex = 0.31'
VP
C
ST
A
24
+84.0
0
VPT
ST
A
26
+34.0
0
LFM 521 C
CLE
AR
AN
CE
16.5'
MIN.
NO VC
L
NG
NO VC NO VC
PROP B FM 521 SB ACCESS RD
10+00 15+00
STA=12+32.00
EL=61.24
(-)0.35%
L=220.00'
K = 66
ex = 0.92'
STA=20+51.00
EL=85.81
(+)3.0
0%
(-)4.76%
L=350.00'
K = 45
ex = -3.39'
VP
C
ST
A
11+22.0
0
VPT
ST
A
13+42.0
0
VP
C
ST
A
18+76.0
0
VPT
ST
A
22
+26.0
0
15+00 20+00
61.7
0
61.8
1
63.4
1
66.2
8
69.2
8
72.2
8
75.2
8
78.2
8
81.2
2
82.5
8
81.7
2
78.6
5
NGPROP B FM 521 NB EXITL
15+00
L
10+00 15+00
60.8
9
60.8
0
60.9
8
61.2
1
61.3
9
61.2
0
STA=11+03.00
EL=68.77
(+)3.0
2%
(-)3.00%
L=200.00'
K = 33
ex = -1.51'
STA=14+08.00
EL=59.62
(+)1.00%
L=200.00'
K = 50
ex = 1.00'
VP
C
ST
A
10
+0
3.0
0
VPT
ST
A
12
+0
3.0
0
VP
C
ST
A
13+0
8.0
0
VPT
ST
A
15+0
8.0
0
10+00 15+00
65.6
6
67.2
6
65.8
6
62.8
6
60.7
1
60.5
5
NG
NB ENTRANCE
PROP B FM 521
61.0
5
58.0
4
60.1
8
60.5
9
61.3
8
62.5
5
62.2
9
61.5
2
L
NG
PROP B FM 521 SB EXIT
STA=15+31.00
EL=61.60
(+)0.65%
(-)0.35%
STA=16+71.00
EL=61.11
(+)1.00%
L=120.00'
K = 89
ex = 0.20'
VP
C
ST
A
16
+11.0
0
VPT
ST
A
17+31.0
0
15+00
60.1
0
60.7
5
61.4
0
61.3
6
61.4
5
NO VC
430+00 435+00 440+00 445+00 450+00 455+00 460+00
63.5
6
63.6
3
63.6
2
63.5
2
63.5
5
63.4
7
63.0
5
61.8
8
59.6
1
59.3
5
59.9
0
59.9
8
60.1
0
59.7
3
59.2
7
59.6
8
60.6
8
60.1
9
61.4
2
61.0
0
62.3
0
61.6
9
61.9
5
61.2
5
62.0
9
62.6
0
63.0
3
63.9
0
65.3
1
66.0
5
66.7
8
67.0
8
67.1
0
66.6
6
66.1
5
430+00 435+00 440+00 445+00 450+00 455+00
63.6
3
63.2
9
62.9
4
62.5
9
62.2
5
61.9
0
61.5
5
61.2
1
60.8
8
61.3
4
62.9
3
65.6
7
69.5
6
74.3
1
79.1
1
83.9
1
88.4
8
91.6
7
93.3
1
93.4
0
91.9
4
88.9
3
84.6
0
80.1
0
75.6
0
71.4
3
68.4
6
66.7
2
66.2
2
66.7
8
62.1
7
62.8
1
66.6
0
72.7
8
77.9
6
76.5
0
75.0
4
73.5
8
72.1
2
70.6
6
69.2
0
67.7
3
66.2
7
64.8
1
63.3
5
62.0
3
62.3
6
15+00 20+00 25+0015+00 20+00 25+00
61.8
7
61.5
2
61.1
7
60.8
2
60.9
1
61.2
6
61.6
1
61.5
3
61.1
8
60.8
3
60.4
8
60.4
2
60.7
7
61.1
2
61.4
8
62.5
5
64.4
9
28'
LL
13'
LANE
15'
LANE
RAISED MEDIAN
16'
13'
LANE
15'
LANE
EXIS
T
RO
W
EXIS
T
RO
WC FM 521
SDWK
6'
28' VARIES (15' MIN)VARIES (15' MIN)
PROPOSED TYPICAL SECTION (FM 2234)
2.0% USUAL 2.0% USUAL
VARIES VARIES
VARIES
FROM WEST OF FM 521 TO FM 521
12'
LANE
26'
2.0% USUAL
PROPOSED TYPICAL SECTION (2-LANE RAMP)
14'
LANE
12' 12'
100' USUAL
50'
28' USUAL44'
LANE LANEEXIS
T
RO
W
EXIS
T
RO
WLLC FM 223450'
28' USUAL
12'
SHLDR
35' USUAL
80'
13' 12' 12'
SHLDR
160' USUAL
90'
LANE EXIS
T
RO
WLC FM 2234
35' USUAL
12'
LANE
EXIS
T
RO
W
LANE
16'
80'
LANE
L
LANELANE
EXISTING TYPICAL SECTION (FM 2234)
28'
LL
13'
LANE
15'
LANE
RAISED MEDIAN
16'
13'
LANE
15'
LANE
EXIS
T
RO
W
EXIS
T
RO
WC FM 521
SDWK
5'
SDWK
VAR5'
28' VARIES (15' MIN)
(6.5'
MIN)
VARIES (15' MIN)
VAR
(6.5'
MIN)
LC
LANE
FM 521
74.42'
1.21'1.21'
L
EXIS
T
RO
W
EXIS
T
RO
WC FM 521
SDWK
5'
VARIES
VARIES
VARIES
LC
LANELANE LANE LANE
16'
RAISED MEDIAN
80.71'
1.00'
FM 2234
42.50'
SDWK
6'
28'
LL
13'
LANE
15'
LANE
RAISED MEDIAN
16'
13'
LANE
15'
LANE
28'
C FM 2234
1.21' 42.50'
80.71'
14'
LANE
4'
24'
EXISTING TYPICAL SECTION (FM 2234)
PROPOSED TYPICAL SECTION (FM 521)
PROPOSED TYPICAL SECTION (FM 521)
PROPOSED TYPICAL SECTION (FM 2234)
PROPOSED BRIDGE SECTION (FM 521)
PROPOSED BRIDGE SECTION (FM 2234)
2.0% USUAL2.0% USUAL
2.0% USUAL
2.0% USUAL 2.0% USUAL
2.0% USUAL 2.0% USUAL
2.0% USUAL 2.0% USUAL
SDWK
6'
15'15'
(AFTER COMPLETION OF PROJECT BY OTHERS)
FROM FM 521 TO EAST OF FM 521
TO SOUTH OF FM 2234
FROM APPROX STA 144+50
VARIES VARIES
VARIES
36' 36'
12'
1.21' 36'
13' 13'
PROPOSED TYPICAL SECTION (RAMP)
TO WEST OF LOOP ROAD
FROM APPROX STA 441+00
36'
FROM WEST OF FM 521 TO FM 521
12'
78'
EXIS
T
RO
WL
12'
LANEEXIS
T
RO
W
LANE
16'
LANE
L
LANELANE
EXISTING TYPICAL SECTION (FM 521)
13'
LANE LANE
VARIES
VARIES
VARIES
C FM 521VARIES
12' 13'
100' USUAL
50'
28' USUAL44'
EXIS
T
RO
W
EXIS
T
RO
WLLC FM 52150'
28' USUAL
EXISTING TYPICAL SECTION (FM 521)
LANE ADDED AT RILEY ROAD
FROM SOUTH OF RILEY ROAD TO SOUTH OF FM 2234
FROM TYLER SREET TO SOUTH OF RILEY ROAD
15'
LANE
30'
15'
LANE
2.0%2.0%
13' 12'
90'
LANE EXIS
T
RO
WL
12'
LANEEXIS
T
RO
W
LANE
14'
LANE
L
LANELANE
EXISTING TYPICAL SECTION (FM 521)
13'
LANE LANE
13'
VARIES
VARIES
VARIES
C FM 521VARIES
VARIES
13'
FROM BELTWAY 8 TO APPROX STA 108+00
12' 12'
90'
LANE EXIS
T
RO
WL
12'
LANEEXIS
T
RO
W
LANE
16'
LANE
L
LANELANE
EXISTING TYPICAL SECTION (FM 521)
13'
LANE LANE
13'
VARIES
VARIES
VARIES
C FM 521VARIES
VARIES
12'
FROM APPROX STA 108+00 TO TYLER ST.
4.0% MAX2.0% USUAL 4.0% MAX
2.0% USUAL
13'
6'
SH SH
PROPOSED TYPICAL SECTION (2-WAY ACCESS ROAD)
3'
SH
14' 3'
SH
VARIES VARIES6'
SDWK
1.00'
28'
LL
13'
LANE
15'
LANE
RAISED MEDIAN
16'
13'
LANE
15'
LANESDWK
6'
28'
2.0% USUAL 2.0% USUAL
VARIES VARIES
VARIES
VARIES 6'
SDWK
PROPOSED TYPICAL SECTION (LOOP ROAD)
FROM FM 521 TO FM 2234
PR
OP
RO
W
C LOOP RD
VARIESVARIES
VARIES
12' 12'
LANE LANE
3'
SH
14' 3'
SH
6'
LANE
12'
SH
5'
SH
2'
LANE
12' 6'
LANE
12'
SH
5'
SH
FROM S. OF RILEY ROAD TO N. OF LOOP RD.
(APPROX. STA 121+80 TO STA 144+50)
VARIES 31' TO 48'
LANE LANE
12' 5'
SH
2'
LANE
12'
LANE
12'5'
SH
0' TO 12'
LANE
12'
LANE
0' TO 12'
VARIES 31' TO 48'VARIES
VAR
(6.5'
MIN)
VARIES
1' TO 6'
SHLDR
1' TO 6'
SHLDR
RIL
EY
RD.
UPRR
BL
UEB
ON
NET
DR.
SO
UT
H
DR.
FELD
DR.
CLEA
R
CREEK
UPRR
TY
LER
ST.
BELT
WA
Y 8
EXIT/
EN
TR
AN
CE
BELT
WA
Y 8
WHIT
E
RD.
BELT
WA
Y 8
EXIT/
EN
TR
AN
CE
FELL
OW
S
RD.
120
110
100
90
80
70
60
50
120
110
100
90
80
70
60
50
120
110
100
90
80
70
60
50
120
110
100
90
80
70
60
50
90
80
70
60
50
40
90
80
70
60
50
40
90
80
70
60
50
100 100
90
80
50
60
70
100
90
80
70
60
50
100
90
80
70
60
50
100
90
80
70
60
50
100
90
80
70
60
50
100
90
80
70
60
50
100
90
80
70
60
50
FM 521 PROPOSED PROFILE
FM 2234 PROPOSED PROFILE
LOOP RD. PROPOSED PROFILE FM 521 SB ACCESS RD. PROPOSED PROFILE
FM 521 SB EXIT RAMP PROPOSED PROFILE
FM 521 SB ACCESS RD. BL
FM 521 NB EXIT RAMP BL
FM 521 NB ENTRANCE RAMP BL
FM 521 CL
FM 521 SB EXIT RAMP BL
LOOP RD. CL
FM 2234 CL
EL=66.2
5
FM
2234
ST
A
457+67.9
5
ST
A
19
+37.9
5
MA
TC
H
FM
2234
CL
EL=62.1
8
ST
A.
10
+12.0
0
MA
TC
H
EXIS
T
PA
VE
ME
NT
EL=65.3
9
FM
521
ST
A
149
+79.5
3
ST
A
10
+0
0.0
0
MA
TC
H
FM
521
CL
EL=66.2
5
FM
521
ST
A
150
+0
0.5
3
ST
A
27+38.0
1
MA
TC
H
FM
521
CL
EL=62.0
2
ST
A.
10
+10.0
0
MA
TC
H
EXIS
T
PA
VE
ME
NT
EL=65.6
6
FM
521
ST
A
126
+46.6
1
ST
A
10
+0
0.0
0
MA
TC
H
FM
521
EL=61.9
4
ST
A.
17+53.8
3
MA
TC
H
EXIS
T
PA
VE
ME
NT
EL=59.4
7
FM
521
ST
A
124
+30.0
0
ST
A
12
+0
3.0
8
MA
TC
H
FM
521
F.M.
521
F.M.
521
F.M.
2234
F.M.
2234
EL=76.4
7
FM
521
ST
A
145+68.5
3
ST
A
22
+47.7
1
MA
TC
H
FM
521
DESIGN SPEED = 30 MPH
DESIGN SPEED = 30 MPH
FM 521 NB EXIT RAMP PROPOSED PROFILE
DESIGN SPEED = 45 MPH
DESIGN SPEED = 45 MPH
DESIGN SPEED = 30 MPH
DESIGN SPEED = 30 MPH DESIGN SPEED = 30 MPH
FM 521 NB ENTRANCE RAMP PROPOSED PROFILE
EL=61.1
9
ST
A.
15+63.7
2
MA
TC
H
EXIS
T
PA
VE
ME
NT
STA 10+00 TO STA 18+40 +/-
NOTE: NG DATA NOT AVAILABLE
STA 13+50 TO STA 24+75 +/-
NOTE: NG DATA NOT AVAILABLE
STA 18+70 TO STA 22+50 +/-
NOTE: NG DATA NOT AVAILABLE
CONTROLLED
3-WAY STOP
CONTROLLED
1-WAY STOP
CONTROLLED
3-WAY STOP
INTERSECTION
EXISTING SIGNALIZED
INTERSECTION
SIGNALIZED
McHARD ROAD
ALMEDA ROAD
ALMEDA ROAD
MCHARD ROAD
SUBJECT TO CHANGE
PRELIMINARY
INTERSECTION
SIGNALIZED
INTERSECTION
4-PHASE SIGNALIZED
EXISTING RDWY TO BE REMOVED
PROP ROW
EXISTING ROW
PLANIMETRIC
PROPOSED LANE DIRECTIONAL INDICATOR
EXISTING LANE DIRECTIONAL INDICATOR
STRIPING
EDGE OF PAVEMENT/ FACE OF CURB
PROPERTY LINES
PROPOSED PAVEMENT
RETAINING WALL
PROPOSED BRIDGE STRUCTURE
LEGEND
PROPOSED RAMP/ACCESS RD. PAVEMENT
PROPOSED CONCRETE RIPRAP
APPARENT EXISTING ROW
AREA OF ROW DISCREPANCY
ROW NEEDED FROM ALMEDA RD NATURE PRESERVE
NATURE PRESERVE
FROM ALMEDA ROAD
APPROX. 1.67 ACRES
(45.75 Acres)
NATURE PRESERVE
ALMEDA ROAD
ALMEDA ROAD
NATURE PRESERVE FROM
ACCESS TO ALMEDA ROAD
ROW DEPTHARRIS COUNTY
AU
GU
ST 25,
20
16
PU
BLIC
HE
ARIN
G
AU
GU
ST 25,
20
16
PU
BLIC
HE
ARIN
G