MA
TC
H
LIN
E
ST
A.
490
+0
0
CO
TT
ON
CIR
TRINIT
Y
RO
AD
TRINIT
Y
RO
AD
KA
MA
S
FM 361
OBER
RE
ND
ER
RYBAK
WILLIAMS SCHOOL ROAD
FOSS CREEK
F
F
FM 2218
BIG
CR
EE
K
FAIR
CHIL
DS
CR
EE
K
H
HFAIR
CHILDS
CREEK
TRIBUTA
RY 2 O
F
FM 2218
FM 361
250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00245+00
70
80
90
100
110
250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00 460+00 465+00 470+00 475+00 480+00 485+00245+00
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
110
100
90
80
70
240+00235+00
240+00235+00
PROPOSED NB PGL
PROPOSED NB PGL
PROPOSED NB PGL
PROPOSED NB PGL
PROPOSED NB PGL PROPOSED NB PGL PROPOSED NB PGL PROPOSED NB PGL
PROPOSED NB PGL
PROPOSED SB PGL
PROPOSED SB PGLPROPOSED SB PGL
PROPOSED SB PGLPROPOSED SB PGL
PROPOSED SB PGL
PROPOSED SB PGL
PROPOSED SB PGL
STA 257+00 - STA 290+50
SECTION C-C
RES. RES.
RES.
RES.
SERVICE
INCOME TAX
VILLAGE STOP
RES.
RES.
RES.
RES.
RES. RES.
B&B’S RESALE
STEAK & BBQ CO.
HOLME’S TEXAS
CHANTICLEER
RES.
RES.
RES.
LOUNGE
MARTINEZKITCHEN
KUR’S KOUNTRY RES.RES.
DEALER
SALVAGE
RES.
RON’S RECYCLING
RES.
RES.
RES.
RES.
RES.
RES.
RES.
RES.
RES.
RES.RES.
RES.RES.
RES.
RES.
& RV STORAGE
ACTION BOAT
LIQUOR
RES.
SALON
BIG CREEK
BARN
BARNBARN
RES.
RES.
RES.
RES.
RES.
RES.
RES.RES.
AND RACING
STERN’S CYCLES
OLD GAS STATION
MOBILE HOME
DAMON’S AUTO GLASS
SPA’S POOLS
SHRIMP BUSINESS
PROP. R.O.W.PROP. C SH 36L
PROP. R.O.W.
SHEET 1 OF 3 SHEET 1 OF 3
LIMITS
SHEET
36
36
LIMITS
SHEET
36
36
GER
KE
N-
HA
RTLE
DG
E
RES.
MATERIAL
TNT HORDGES
SCALE: 1"=20’
PROPOSED DEPRESSED MEDIAN SECTION
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
CIT
Y
LIM
ITS
PLE
AK
VIL
LA
GE
RESIDENCE
SALVAGE YARD
490+00
490+00
110
100
90
80
70
110
100
90
80
70
C
C
230+00
230+00
225+00
225+00
220+00
220+00
US
TINIK
RD.
EXIST. R.O.W.
EXIST R.O.W.
PROP. R.O.W.
EXIST R.O.W.
EXIST R.O.W.EXIST R.O.W. EXIST R.O.W. EXIST R.O.W. EXIST R.O.W.
EXIST R.O.W.
PROP. R.O.W.PROP. R.O.W.PROP. R.O.W.
PROP. R.O.W.
PLE
AK
RD.
PROPOSED SB PGL
METAL
SHEET
FOJTIK’S FAIRC
HILD
S CREEK
TRIBUTA
RY 3
OF F
OSTER
SC
HO
OL\JES
KE
EXIST. GROUND @ NB PGL
EXIST. GROUND @ SB PGL
EXIST. GROUND @ SB PGL
EXIST. GROUND @ NB PGL
EXIST. GROUND @ NB PGL
EXIST. GROUND @ SB PGL
EXIST. GROUND @ SB PGL
EXIST. GROUND @ NB PGL
EXIST. GROUND @ SB PGL
EXIST. GROUND @ NB PGL
EXIST. GROUND @ NB PGL
EXIST. GROUND @ SB PGL
EXIST. GROUND @ NB PGL
EXIST. GROUND @ SB PGL
EXIST. GROUND @ NB PGL
EXIST. GROUND @ SB PGL
SPUR
10
Gerken Rd
Hartledge RdEXIT @ MILE
SPUR
10
Gerken Rd
Hartledge Rd
SPUR
10
Gerken Rd
Hartledge Rd
SPUR
10
Gerken Rd
Hartledge RdEXIT @ MILE
PROP. R.O.W.
EXIST. R.O.W.
CL
EA
RA
NC
E
16.5’
MI
N.
CL
EA
RA
NC
E
16.5’
MI
N.
PROP. R.O.W.
EXIST R.O.W.
PROP. R.O.W.
PROP. R.O.W.
MATCH EXIST. PAVEMENT
MATCH EXIST. PAVEMENT
100 YEAR W.S. ELEV (85.32)
100 YEAR W.S. ELEV (85.32)
100 YEAR W.S. ELEV (83.97)
100 YEAR W.S. ELEV (83.97)
100 YEAR W.S. ELEV (83.97)
100 YEAR W.S. ELEV (83.97)
100 YEAR W.S. ELEV (83.97)
100 YEAR W.S. ELEV (83.97)
100 YEAR W.S. ELEV (84.99)
100 YEAR W.S. ELEV (82.78)
100 YEAR W.S. ELEV (82.78)
100 YEAR W.S. ELEV (84.99)
100 YEAR W.S. ELEV (84.99)
100 YEAR W.S. ELEV (86.05)
100 YEAR W.S. ELEV (86.05)
100 YEAR W.S. ELEV (87.69)
100 YEAR W.S. ELEV (87.69)
100 YEAR W.S. ELEV (87.69)
100 YEAR W.S. ELEV (87.69) 100 YEAR W.S. ELEV (87.69)
EXIST. GROUND @ PGL
EXIST. GROUND @ PGL
EXIST. GROUND @ PGL
PROPOSED PGL
EXIST. GROUND @ PGL
PROPOSED PGL
DETENTION POND NO. 1
DEPTH = 10 FT3:1 SIDE SLOPESBASIN VOLUME = 14.27 AC-FTTOTAL AREA = 2.72 AC
FLOODPLAIN MITIGATION BASIN NO 4
DEPTH = 10.0 Ft3:1 SIDE SLOPESBASIN VOLUME = 76.00 AC-FTTRACT AREA = 10.38 AC
FLOODPLAIN MITIGATION BASIN NO. 3
DEPTH = 4.0 FT3:1 SIDE SLOPESBASIN VOLUME = 3.33 AC-FTTRACT AREA = 1.64 AC
100’ RIGHT-OF-WAY
10’
SHLDR
2-12’
LANES
PROPOSED DITCHPROPOSED DITCH
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
PR
OP.
R.
O.
W.
EXISTING TYPICAL SECTION
SHLDRSHLDR
10’ 10’2-12’
LANES
LC PROP.
LC EXISTING
10’
SHLDR
2-12’
LANES76’ DEPRESSED
MEDIAN
EXI
ST.
R.
O.
W.
3:1
MA
X
8:1 USUAL8:
1 USUAL
3:1
MAX
2.00% 2.00%
4:1
MA
X
6:1
US
UAL6
:1
US
UAL
4:1
MA
X
58’ USUAL
28’ USUAL 28’ USUAL
PROP. NB PGLPROP. SB PGL
4’PAVED
4’GRASSY
4’PAVED
4’GRASSY
8’SHLDRSHLDR
8’
STA 330+00 - STA 354+00
SECTION E-E
SCALE: 1"=20’
PROPOSED DEPRESSED MEDIAN SECTION
130’ 110’-125’
240’-255’ RIGHT-OF-WAY
36’-51’ USUAL
PROPOSED NB PGL RAMP
PROPOSED SB PGL RAMP
D
D
100’ RIGHT-OF-WAY
10’
SHLDR
2-12’
LANES
PROPOSED DITCH
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
PR
OP.
R.
O.
W.
EXISTING TYPICAL SECTION
SHLDRSHLDR
10’ 10’2-12’
LANES
LC PROP.
LC EXISTING
10’
SHLDR
2-12’
LANES76’ DEPRESSED
MEDIAN
3:1
MA
X
8:1 USUAL
8:1
USUAL
2.00% 2.00%
6:1
US
UAL
4:1
MA
X
28’ USUAL 28’ USUAL
PROP. SB PGL
4’PAVED
4’GRASSY
4’PAVED
4’GRASSY
8’SHLDRSHLDR
8’
110’
SCALE: 1"=20’
PROPOSED DEPRESSED MEDIAN SECTION
PR
OP.
R.
O.
W.
10’
SHLDR
2-12’
LANES
2.00%
4’PAVED
PROP. NB PGL
2.00%
10’
SHLDR
2-12’
LANES
4’PAVED
89’ 88’
USUAL
12’GRASSY
72’
554’ RIGHT-OF-WAY
45’
STA 315+00
SECTION D-D
190’ 254’
E
E
2-10’x8’ MBC
2-10’x8’ MBC
5-6’x6’ MBC
5-6’x6’ MBC
4-5’x6’ MBC
4-5’x6’ MBC
4-6’x4’ MBC
4-6’x4’ MBC
7-8’x8’ MBC
7-8’x8’ MBC
1-24" CMP 1-48" CMP
SH 36SH 36
SH 36
1-5’x3’ SBC
4:1
USUAL
4:1 USUAL
PROPOSED DITCH
3:1
MA
X
6:1
US
UAL
4:1
MA
X
DHV
500 1137
706
DHV
1490
177353
SPUR 10
334 20
1333
DHV
30’ GRASSY
PROP. R.O.W.
922
819
603
922
834
265
677
834
177
LEVEL UP
VAR. DEPTH
PROP. ROW
PROP. ROW
2-10’x8’ MBC
5-6’x6’ MBC
4-5’x6’ MBC
4-6’x4’ MBC
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
OVERHEAD CABLERELIANT ENERGY
UNDERGROUND PIPE
1-800-633-0184
KINDER MORGAN PIPELINE
UNDERGROUND PIPE
1-800-633-0184
KINDER MORGAN PIPELINE
UNDERGROUND PIPE
1-800-766-8230
PHILLIPS PIPELINE
OVERHEAD CABLERELIANT ENERGY
OVERHEAD CABLERELIANT ENERGY
OVERHEAD CABLERELIANT ENERGY
OVERHEAD CABLERELIANT ENERGY
UNDERGROUND PIPE
361-573-3283
CROSS TEX ENERGY SERVICES
UNDERGROUND PIPE
1-800-633-0184
KINDER MORGAN PIPELINE
UNDERGROUND PIPE
1-800-214-2154
ACACIA NATURAL GAS
OVERHEAD CABLE
RELIANT ENERGY
RES.
RES.
AG-TEXGINS
MURRAY
RES.
RES.
RES.
CHEVRON
FOUNDATION
METAL BLDG.
CORRUGATED
S 48° 03’ 58.59"
E544.49’
S 59° 49’ 18.47"
E
556.08’
10
+00
15
+00 PC15+44.49
PT16+98.37
20
+00
POT10+00.00
POT264+50.54
PROP. R.O.W.
EXIST R.O.W.TRINIT
Y
RO
AD
PROP C TRINITY RD.L
PROP C SH 36L
N.T.S.
RES.
CSJ 0188-02-029
STA 229+41.59
BEGIN PROJECT
B
B
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
SHLDR SHLDR
10’10’ 2-12’
LANES
EXISTING TYPICAL SECTION
LC EXISTING
10’
SHLDRLANES
10’
SHLDR LANES MEDIAN
PROPOSED DITCH
PR
OP.
R.
O.
W.
LC PROP.
PROPOSED DITCH
EXI
ST.
R.
O.
W.
50’ PROP. RIGHT-OF-WAY100’ EXIST. RIGHT-OF-WAY
33’ USUAL 33’ USUAL
28’ USUAL 28’ USUAL
4:1
MA
X
6:1
US
UAL
4:1
MA
X
6:1
US
UAL
3:1
MA
X
3:1
MA
X
PROP. PGL
PROPOSED FLUSH MEDIAN SECTIONSCALE: 1"=20’
0-16’ 12’-24’
VARIES
12’-24’
VARIES
VARIES 100’-150’ RIGHT-OF-WAY
VARIESVARIES
100’ RIGHT-OF-WAY
10’
SHLDR
2-12’
LANES
PROPOSED DITCHPROPOSED DITCH
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
PR
OP.
R.
O.
W.
EXISTING TYPICAL SECTION
SHLDRSHLDR
10’ 10’2-12’
LANES
LC PROP.
LC EXISTING
10’
SHLDR
2-12’
LANES76’ DEPRESSED
MEDIAN
EXI
ST.
R.
O.
W.
3:1
MA
X
8:1 USUAL8:
1 USUAL
3:1
MAX
VARIES
4:1
MA
X
6:1
US
UAL
6:1
US
UAL
4:1
MA
X
220’ RIGHT-OF-WAY
100’ EXIST. RIGHT-OF-WAY 120’ PROP. RIGHT-OF-WAY
30’ USUAL 46’ USUAL
28’ USUAL 28’ USUAL
PROP. NB PGLPROP. SB PGL
4’PAVED
4’GRASSY
4’PAVED
4’GRASSY
8’SHLDRSHLDR
8’
LEVEL UP
VAR. DEPTH
PROPOSED DEPRESSED MEDIAN SECTION
SCALE: 1"=20’
PROPOSED DEPRESSED MEDIAN SECTION
SCALE: 1"=20’
H
H
G
G
VARIES
100’ RIGHT-OF-WAY
10’
SHLDR
2-12’
LANES
PROPOSED DITCH PROPOSED DITCH
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
PR
OP.
R.
O.
W.
EXISTING TYPICAL SECTION
SHLDR SHLDR
10’10’ 2-12’
LANES
LC PROP.
LC EXISTING
10’
SHLDR
2-12’
LANES76’ DEPRESSED
MEDIAN
EXI
ST.
R.
O.
W.
3:1
MA
X
8:1
USUAL8:1 USUAL
3:1 MAX
VARIES
4:1
MA
X
6:1
US
UAL 6
:1
US
UAL
4:1
MA
X
220’ RIGHT-OF-WAY
100’ EXIST. RIGHT-OF-WAY120’ PROP. RIGHT-OF-WAY
30’ USUAL46’ USUAL
28’ USUAL28’ USUAL
PROP. NB PGLPROP. SB PGL
4’PAVED
4’GRASSY
4’PAVED
4’GRASSY
8’SHLDR SHLDR
8’
LEVEL UP
VAR. DEPTH
VARIES
STA 465+76 - STA 466+75
SECTION H-H
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
EXISTING TYPICAL SECTION
SHLDRSHLDR
10’ 10’2-12’
LANES
LC EXISTING
28’ USUAL 28’ USUAL
WORK ZONE
120’
10’
SHLDR
2-12’
LANES
46’ USUAL
PROP. SB PGL
4’PAVED
4’GRASSY
SHLDR8’
110’ WORK ZONE
30’
PHASE I
PHASE II
SECTIONS D-D TO G-G
CONSTRUCTION SEQUENCE FOR
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
EXISTING TYPICAL SECTION
SHLDR SHLDR
10’10’ 2-12’
LANES
LC EXISTING
28’ USUAL28’ USUAL
WORK ZONE
120’
10’
SHLDR
2-12’
LANES
46’ USUAL
4’PAVED
4’GRASSY
SHLDR8’
110’ WORK ZONE
30’
PHASE I
PHASE II
SECTIONS H-H AND J-J
CONSTRUCTION SEQUENCE FOR
PROP. NB PGL
STA 453+25 - STA 454+00
SECTION G-G
STA 454+00 - STA 459+88
STA 354+00 - STA 453+25
SECTION F-F
STA 466+75 - STA 490+00
STA 459+88 - STA 465+76
SECTION J-J
STA 241+00 - STA 253+00
SECTION B-B
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
SHLDR SHLDR
10’10’ 2-12’
LANES
EXISTING TYPICAL SECTION
LC EXISTING
10’
SHLDRLANES
10’
SHLDR LANES MEDIAN
PR
OP.
R.
O.
W.
LC PROP.
PROPOSED DITCH
EXI
ST.
R.
O.
W.
50’ PROP. RIGHT-OF-WAY100’ EXIST. RIGHT-OF-WAY
33’ USUAL 33’ USUAL
28’ USUAL 28’ USUAL
4:1
MA
X
6:1
US
UAL
3:1
MA
X
PROP. PGL
PROPOSED FLUSH MEDIAN SECTIONSCALE: 1"=20’
0-16’ 12’-24’
VARIES
12’-24’
VARIES
VARIES 100’-150’ RIGHT-OF-WAY
STA 253+00 - STA 257+00
BEGIN PROJECT - STA 241+00
SECTION A-A
A
A
2.0%
PROPOSED DITCH
4:1
MA
X
6:1
US
UAL
3:1
MA
X
2.0%
SEABO
URN
E CREEK
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
SCALE: 1"=20’
SHLDR SHLDR
10’10’ 2-12’
LANES
PROPOSED FLUSH MEDIAN SECTION
EXISTING TYPICAL SECTION
LC EXISTING
10’
SHLDR
2-12’
LANES
10’
SHLDR
2-12’
LANES MEDIAN
16’
PROPOSED DITCH
PR
OP.
R.
O.
W.
LC PROP.
PROPOSED DITCH
EXI
ST.
R.
O.
W.
150’ RIGHT-OF-WAY
50’ PROP. RIGHT-OF-WAY100’ EXIST. RIGHT-OF-WAY
33’ USUAL 33’ USUAL
28’ USUAL 28’ USUAL
4:1
MA
X
6:1
US
UAL
4:1
MA
X
6:1
US
UAL
3:1
MA
X
3:1
MA
X
PROP. PGL
100’ RIGHT-OF-WAY
10’
SHLDR
2-12’
LANES
PROPOSED DITCHPROPOSED DITCH
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
PR
OP.
R.
O.
W.
SCALE: 1"=20’
EXISTING TYPICAL SECTION
SHLDRSHLDR
10’ 10’2-12’
LANES
PROPOSED DEPRESSED MEDIAN SECTION
LC PROP.
LC EXISTING
10’
SHLDR
2-12’
LANES76’ DEPRESSED
MEDIAN
EXI
ST.
R.
O.
W.
3:1
MA
X
8:1 USUAL8:
1 USUAL
3:1
MAX
2.00% 2.00%
4:1
MA
X
6:1
US
UAL6
:1
US
UAL
4:1
MA
X
220’ RIGHT-OF-WAY
100’ EXIST. RIGHT-OF-WAY 120’ PROP. RIGHT-OF-WAY
30’ USUAL 46’ USUAL
28’ USUAL 28’ USUAL
PROP. NB PGLPROP. SB PGL
4’PAVED
4’GRASSY
4’PAVED
4’GRASSY
8’SHLDRSHLDR
8’
LEVEL UP
VAR. DEPTH
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
EXISTING TYPICAL SECTION
SHLDR SHLDR
10’10’ 2-12’
LANES
LC EXISTING
28’ USUAL 28’ USUAL
10’
SHLDR
2-12’
LANES
PROPOSED DITCH PROPOSED DITCH
PR
OP.
R.
O.
W.
LC PROP.
10’
SHLDR
2-12’
LANES76’ DEPRESSED
MEDIAN
EXI
ST.
R.
O.
W.
3:1
MA
X
8:1
USUAL8:1 USUAL
3:1 MAX
2.00%2.00%
4:1
MA
X
6:1
US
UAL
6:1
US
UAL
4:1
MA
X
220’ RIGHT-OF-WAY
100’ EXIST. RIGHT-OF-WAY120’ PROP. RIGHT-OF-WAY
30’ USUAL46’ USUAL
PROP. NB PGLPROP. SB PGL
4’PAVED
4’GRASSY
4’PAVED
4’GRASSY
8’SHLDR SHLDR
8’
LEVEL UP
VAR. DEPTH
PO
T310
+46.82
S 48° 03’ 58.59"
E
544.49’
S 59° 49’ 18.47"
E556.08’
POT10+0
0.00
10
+00
15
+00
PC15+4
4.49
PT16+98
.37
20
+00
255
+00
260
+00
POT264
+50.
42
PI STATION = 247+10.64
DELTA = 21° 53’ 58.47" (RT)
DEGREE OF CURVE = 1° 38’ 13.28"
TANGENT = 677.15
LENGTH = 1,337.77
RADIUS = 3,500.00
PC STATION = 240+33.49
PT STATION = 253+71.26
PI STATION = 453+68.90DELTA = 5° 29’ 59.85" (LT)DEGREE OF CURVE = 1° 15’ 13.45"TANGENT = 219.51LENGTH = 438.69RADIUS = 4,570.00PC STATION = 451+49.39PT STATION = 455+88.08
PI STATION = 466+20.59
DELTA = 5° 29’ 59.86" (RT)
DEGREE OF CURVE = 1° 15’ 13.45"
TANGENT = 219.51
LENGTH = 438.69
RADIUS = 4,570.00
PC STATION = 464+01.08
PT STATION = 468+39.77
S 2° 5
9’ 3
2.27
" E
S 2° 1
1’ 5
4.12
" E
S 2° 5
9’ 3
2.17
" E
S 18° 54’ 26.30" WS 20° 24’ 30.77" W
S 19° 12’ 55.72" W S 19° 01’ 59.99" W
S 13° 32’ 00
.14" W
S 19° 01’ 59.99" W
225+0
0
PO
T 229
+41.59
230+0
0
PO
T 233
+60.13
235+0
0
240+0
0 PC 240
+33.49
245+00
250+00
PT 253
+71.26
255+00 260+00 265+00 270+00 275+00 280+00 285+00
PO
T 287
+12.65
290+00295+00
300+00
PO
T 300
+48.60
305+00 310+00
PO
T 310
+46.82
315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 400+00 405+00 410+00 415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00
PC 451
+49.39
455+00
PT 455
+88.08
460+00
PC 464
+01.08
465+00 PT 468
+39.77
470+00 475+00 480+00 485+00
PC 489
+48.05
490+00
1
2
12
1
2
1
2
1
2
1
2
1
1
2
1
2
1
2
1 2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1 1
1
1
2
1
2
1
2
1
2
123
123
123
123
1
2
1
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
3
1
2
1
2
1
1 1
1
11
2
1
1
1
1
2
1
1
123
123
1
2
1
2
1
2
1
2
1
2
1
2
1
1
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
11
2
1
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
3
1
23
4
1
2
3
$DATE$ $TIME$ $FILE$
SO
UT
HER
N
PACIFIC
CemeteryRosenberg
CemeteryGethsemane
West Park
Memorial
Greenlawn
CemeteryCottonwood
CemeteryJones
Dry
Creek
52990A
2977
59 2977
762
Ceslinger
Friedens
Concord
ProspectNew
360
1236
442
2977
Creek
361
ROSENBERG
ROSENBERG
NEEDVILLE
PLEAK
FAIRCHILDS
GUY
PLE
AK CIT
Y LI
MIT
NEE
DVILLE CIT
Y LI
MIT
Buffalo
Creek
Cedar Creek
Buffalo
Creek
Big Creek
Deer Cre
ek
Cottonwood Creek
Fairchilds Creek
Fair
chil
ds Cre
ek
Mound
Creek
HARTLE
DGE (
GER
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FORT BE
ND C
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59
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reek
P
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LI
MITCIT
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36
SPUR 10
STUDY AREA
2218
VICINITY MAP
N.T.S.
SO
UT
HER
N
PACIFIC
CemeteryRosenberg
CemeteryGethsemane
West Park
Memorial
Greenlawn
CemeteryCottonwood
CemeteryJones
Dry
Creek
52990A
2977
59 2977
762
Ceslinger
Friedens
Concord
ProspectNew
360
1236
442
2977
Creek
361
ROSENBERG
ROSENBERG
NEEDVILLE
PLEAK
FAIRCHILDS
GUY
PLE
AK CIT
Y LI
MIT
NEE
DVILLE CIT
Y LI
MIT
Buffalo
Creek
Cedar Creek
Buffalo
Creek
Big Creek
Deer Cre
ek
Cottonwood Creek
Fairchilds Creek
Fair
chil
ds Cre
ek
Mound
Creek
HARTLE
DGE (
GER
KE
N R
D.)
FORT BE
ND C
OU
NT
Y
59
ATC
HIS
ON, T
OPE
KA
AN
D S
ANT
A FE R
AIL
WA
Y
TR
ANSP
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ATI
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OMP
AN
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SO
UT
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N P
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SO
UT
HE
RN
PA
CI
FI
C
TR
AN
SP
OR
TA
TI
ON
CO
MP
AN
Y
Modena
ROSENBERG CI
TY LI
MITS
Coon
Creek
Seabourne
Creek
SO
UT
HE
RN
PA
CI
FI
C
CIT
Y LI
MIT
PLE
AK
CIT
Y LI
MIT
BigC
reek
P
P
PBayou
LI
MITCIT
Y
36
SPUR 10
STUDY AREA
2218
VICINITY MAP
N.T.S.
ENGINEERS, INC.
CIVIL ENGINEERS & SURVEYORS
HOUSTON, TEXAS
C 2003Texas
Department
of Transportation
STATE HIGHWAY 36
$USER$
SCHEMATIC LAYOUT
ENGINEERS, INC.
CIVIL ENGINEERS & SURVEYORS
HOUSTON, TEXAS
LEGEND
C 2003Texas
Department
of Transportation
STATE HIGHWAY 36
SCHEMATIC LAYOUT
EXISTING TELEPHONE MANHOLE
SHELTER
EXISTING TELEPHONE EQUIPMENT ROOM OR
EXISTING CASING
PROPOSED CASING
PRIVATE WATER WELL
EXISTING TELEPHONE COPPER CABLE
EXISTING WATERLINE
EXISTING GAS UTILITY OR GAS PIPELINE
EXISTING TELEPHONE PULL BOX
W
(UNLESS NOTED OTHERWISE)
EXISTING PVC CONTAINING TELEPHONE LINES
EASEMENT
UTILITY LEGEND
PROP. PGL
EXIST. PGL
~~
PROFILE LEGEND
EXISTING GROUND
EXISTING R.O.W. LT
EXISTING R.O.W. RT
Texas
Department
of Transportation
COUNTY
SCHEMATIC LAYOUT
HOUSTON DISTRICT
FORT BEND
ORIGINAL APPROVED: - -
DATE: - -
REVISED: - -
REVISION(S) APPROVED: - -
SPEED IS 40 MPH
SECTION DESIGN
URBAN CURB & GUTTER
SPEED IS 70 MPH
RURAL ARTERIAL DESIGN
EXISTING TELEPHONE MANHOLE
SHELTER
EXISTING TELEPHONE EQUIPMENT ROOM OR
EXISTING CASING
PROPOSED CASING
PRIVATE WATER WELL
EXISTING TELEPHONE COPPER CABLE
EXISTING WATERLINE
EXISTING GAS UTILITY OR GAS PIPELINE
EXISTING TELEPHONE PULL BOX
W
(UNLESS NOTED OTHERWISE)
EXISTING PVC CONTAINING TELEPHONE LINES
EASEMENT
UTILITY LEGEND
PROP. PGL
EXIST. PGL
~~
PROFILE LEGEND
EXISTING GROUND
EXISTING R.O.W. LT
EXISTING R.O.W. RT
Texas
Department
of Transportation
COUNTY
SCHEMATIC LAYOUT
HOUSTON DISTRICT
FORT BEND
SH36
ORIGINAL APPROVED: - -
DATE: - -
REVISED: - -
REVISION(S) APPROVED: - -
SPEED IS 40 MPH
SECTION DESIGN
URBAN CURB & GUTTER
SPEED IS 70 MPH
RURAL ARTERIAL DESIGN
FROM: FM 2218
TO: FORT BEND COUNTY LINE
SCALE:0 100 200 300 400
LEGEND
SCALE:0 100 200 300 400
MAIN LANES
FRONTAGE ROADS AND RAMPS
TURNAROUNDS
EXISTING RDWY TO BE REMOVED
EXISTING RDWY TO REMAIN
EMBANKMENT
CONTROL OF ACCESS
PROP ROW
EXISTING ROW
000000
0L
0L
BLACK
BLACK
BLACK
BLACK
BLACK
BLACK
GREEN
GREEN
BLUE
BLUE
BLUE
RED
RED
RED
BLUE
RED
ORANGE
ORANGE
TURQUOISE
BROWN
PURPLE
BLACK
LINE WT COLOR CODESYMBOLOGY
5 LT GREEN
ACCESS ROAD
PLANIMETRIC
PROPOSED LANE DIRECTIONAL INDICATOR
EXISTING LANE DIRECTIONAL INDICATOR
DIRECT CONNECTOR
DEPRESSED
FUTURE
RETAINING WALL
STRIPING
OVERHEAD EXPRESSWAY LANES
TEMPORARY CONNECTIONS
5
5
10
9
7
0
6
1
1
3
2
4
0
0
0
0
3
3
2
1
1
0
3
3
3
3
1
1
1
1
0
0
0
0
0
0
0
2
2
6
6
65
7
37
197RDWY. UNDER CONSTRUCTION
TRAFFIC COUNT YEAR (2021) DHV
PURPLE1010
HIGH OCCUPANCY VEHICLE
203RECOMMENDED NOISE ABATEMENT WALL
PLAN LEGEND
MAIN LANES
FRONTAGE ROADS AND RAMPS
TURNAROUNDS
EXISTING RDWY TO BE REMOVED
EXISTING RDWY TO REMAIN
EMBANKMENT
CONTROL OF ACCESS
PROP ROW
EXISTING ROW
000000
0L
0L
BLACK
BLACK
BLACK
BLACK
BLACK
BLACK
GREEN
GREEN
BLUE
BLUE
BLUE
RED
RED
RED
BLUE
RED
ORANGE
ORANGE
TURQUOISE
BROWN
PURPLE
BLACK
LINE WT COLOR CODESYMBOLOGY
5 LT GREEN
ACCESS ROAD
PLANIMETRIC
PROPOSED LANE DIRECTIONAL INDICATOR
EXISTING LANE DIRECTIONAL INDICATOR
DIRECT CONNECTOR
DEPRESSED
FUTURE
RETAINING WALL
STRIPING
OVERHEAD EXPRESSWAY LANES
TEMPORARY CONNECTIONS
5
5
10
9
7
0
6
1
1
3
2
4
0
0
0
0
3
3
2
1
1
0
3
3
3
3
1
1
1
1
0
0
0
0
0
0
0
2
2
6
6
65
7
37
197RDWY. UNDER CONSTRUCTION
TRAFFIC COUNT YEAR (2021) DHV
PURPLE1010
HIGH OCCUPANCY VEHICLE
203RECOMMENDED NOISE ABATEMENT WALL
PLAN LEGEND
NB PROFILE
100 YEAR WATER SURFACE ELEVATION100 YEAR WATER SURFACE ELEVATION
GAS GAS
W W
T T
OH OH
GAS GAS
W W
T T
OH OH
NOT A BIDDING DOCUMENT
GARY GEHBAUER, P.E.
71173
TEXAS REGISTRATION NUMBER
DATE
FI
LE
NO.:
CSJ
NO.:
TO:
FR
OM:
DE
SC
RI
PTI
ON:
HI
GH
WA
Y:
AP
PR
OV
AL
DA
TE:
RE
VI
SI
ON
DA
TE:
DA
TE:
SH 36
FM 2218
FO
RT
BE
ND
CO
UN
TY
LI
NE
0187-05-048,
ET
C.
SH36
FROM: FM 2218
TO: FORT BEND COUNTY LINE
FI
LE
NO.:
CSJ
NO.:
TO:
FR
OM:
DE
SC
RI
PTI
ON:
HI
GH
WA
Y:
AP
PR
OV
AL
DA
TE:
RE
VI
SI
ON
DA
TE:
DA
TE:
SH 36
FM 2218
FO
RT
BE
ND
CO
UN
TY
LI
NE
0187-05-048,
ET
C.
SB PROFILE
+
MT
L.
PO
ST
P.
L.
MK
R.
SE
AW
AY
P.
L.
CO.
MT
L.
PO
ST
P.
L.
MK
R.
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHT T T T T T
T
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OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHOH OH
OH
OHOH
OH
OHOH
OH
OH
OH
OH
OHOH
OH
OH
OH OH
OH
OH
OH OH
OH
OH
OHOHOH
OH
OH
OH
OH OHOH
OH
OH
OH
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
OHOH
OH OH OH OH OH OH OH OH OH OH OH OH OHOH
OH OHOH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
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H
OH
OH
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GA
S
GA
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GA
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GA
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GA
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GA
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TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
T
T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T
T
T
T
T
T
T
T
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TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
TT
TT
TT
T T T T T T T TT
TT
T T T T T T T T T
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
SG
AS
GA
SG
AS
GA
S
T
T
T
T
T
T
T
T
OH
H-21 24.675
Marker
Water
Culverts
TFP
1-1-34
PP
H-22
H-22A 25.095
H-41 25.977
TFP
TFP
TFP
LP
LP
TFP
SignSign
Inlets
TFP
Culverts
Culverts
Culverts
Culvert
Culvert
Signs
TFP
1-1-20
PP
H-36 26.293
TFP
LP
LP LP
Greenhouse
Culvert 1-1-21
PP
H-37 26.152
S
TFP
TFP
LP
LPApprox.
LP
Pipes
Ruins
Culvert
Culvert
Culvert
Culvert
Sign
Sign
Signs
Culvert
1-1-3
PP
TFP
Billboard
M.Home
TFP
Sign
Sign
Sign
Sign
1-1-4
PP
26.003
TFP
LP
LP
TFP
TFP Sign
LP
LP
LP
LP
Approx.
M. Home
TFP
LP
Sign
TFP
LP
LP
LP
LP
1-1-5
PP
TFP
LP TFP LP
LP
LP
LP
LP
TFP
Ruins
1-1-6
PP
H-39 25.683
TFPApprox.
LP
TFP
LP TFP
LP
LP
Sign
Signs
TFP
LP
Ruins
LP
M .Home
1-1-7
PP
1-1-8
PP
H-40 25.362 1-1-9
PP
1-1-10
PP 1-1-11
PP
Stock Pile
Stock Pile
1-1-12
PP
LPSign
Billboard
LP
LP LPSign
FP
W
W
TFP LP TFP
TFP
TFP
1-1-13
PP
H-42 25.893
Sign TFP
LP
LP
Billboard
1-1-14
PP TFP LP
TFP
1-1-15
PP
TFP
Water
Dense Woods
Dense Woods
1-1-16
PP
H-43 26.304
Sign
TFP
Dense Woods
Dense Woods
Dense Woods
Dense Woods
Dense
Woods
1-1-17
PP
TFP
Framework
TFP TFP
Dense Woods
Dense Woods
1-1-18
PP
H-44 25.957
LP
1-1-19
PP
LP Signs
TFP
1-1-20
PP
H-45 26.169
TFP
Sign
Stock Pile
Sign
1-1-21
PP
1-1-22
PP
H-46 26.460
1-1-23
PP
H-47 26.258
Ruins
W
TFP
TFP
LP
Sign
1-1-24
PP
TFP
1-1-25
PP
H-48 26.662
1-1-26
PP
H-49 26.661
1-1-27
PP
TFP
Sign
Sign
1-1-28
PP
H-50 26.644
TFP
LP
Slab
1-1-29
PP
H-51 26.644
TFP
TFP
TFP
LP
Water
Water
TFP
TFP
1-1-30
PP
1-1-31
PP
H-52 27.273
1-1-32
PP
1-2-39
PP
H-22 24.835
H-22A 25.095
H-41 25.977
TFP
TFP
LP
LP
TFPSign
Sign
Inlets
TFP
Culvert
Culvert
Culvert
Culvert
Culvert
W
Signs
STA = 295+00.00
EL = 84.97’
(+)0.0000 %(+)1.
4060 %
L = 148.47’
K = 106
ex = 0.26’
STA = 300+00.00
EL = 92.00’
(+)1.4060
% (-)1.4060 %
L = 449.92’
K = 160
ex = -1.58’
STA = 305+00.00
EL = 84.97’
(-)1.4060 % (+)0.0072 %
L = 149.24’
K = 106
ex = 0.26’STA = 230+36.25
EL = 86.32’
(-)0.2566 % (+)0.0000 %
STA = 244+50.00
EL = 86.32’
(+)0.0000 % (-)0.5000 %
STA = 247+19.66
EL = 84.97’
(+)0.0000 %
STA = 295+31.00
EL = 84.97’
(+)0.0000 %
(+)2.5
000 %
L = 550.00’
K = 220
ex = 1.72’
STA = 309+31.00
EL = 119.97’
L = 1,600.00’
K = 320
ex = -10.00’
STA = 323+31.00
EL = 84.97’
(-)2.5000 % (+)0.0544 %
L = 550.00’
K = 215
ex = 1.76’
STA = 342+25.00
EL = 86.00’
(+)0.0544 % (+)0.0169 %
STA = 404+30.00
EL = 87.05’
(+)0.0169 % (+)0.0550 %
STA = 434+10.00
EL = 88.69’
(+)0.0550 % (+)0.0237 %
(+)1.4060
%
(+)0.0000 %
(+)1.4060
% (-)1.4060 %
(-)1.4060 % (+)0.0072 %
STA = 295+00.00
EL = 84.97’
(+)0.0000 %(+)1.
4060 %
L = 148.47’
K = 106
ex = 0.26’
STA = 300+00.00
EL = 92.00’
(+)1.4060
% (-)1.4060 %
L = 449.92’
K = 160
ex = -1.58’
STA = 305+00.00
EL = 84.97’
(-)1.4060 % (+)0.0072 %
L = 149.24’
K = 106
ex = 0.26’STA = 230+36.25
EL = 86.32’
(-)0.2566 % (+)0.0000 %
STA = 244+50.00
EL = 86.32’
(+)0.0000 % (-)0.5000 %
STA = 247+19.66
EL = 84.97’
(+)0.0000 %
STA = 295+31.00
EL = 84.97’
(+)0.0000 %
(+)2.5
000 %
L = 550.00’
K = 220
ex = 1.72’
STA = 309+31.00
EL = 119.97’
L = 1,600.00’
K = 320
ex = -10.00’
STA = 323+31.00
EL = 84.97’
(-)2.5000 % (+)0.0544 %
L = 550.00’
K = 215
ex = 1.76’
STA = 342+25.00
EL = 86.00’
(+)0.0544 % (+)0.0169 %
STA = 404+30.00
EL = 87.05’
(+)0.0169 % (+)0.0550 %
STA = 434+10.00
EL = 88.69’
(+)0.0550 % (+)0.0237 %
820’
300’
476’
325’
VA
RIE
S
700’
380’
390’
200’
172’
350’
20’
20’
77’
115’
170’
125’
114’
PAD
ON
BA
KER
OLD
NEED
VILLE
- FAIR
CHILD RD
FM 12
36
FM 360
VIO
LET
CA
RO
LIN
E
NEE
DVIL
LE-F
AIR
CHIL
D
RD
TRIB
UT
AR
Y 1
OF
BU
FF
AL
O
CR
EE
K
LE
HM
AN
RO
ES
LE
R
FM 442
DEE
R
CR
EE
K
36
LIMITS
SHEET
36
LIMITS
SHEET
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
70
75
80
85
90
95
100
105
110
115
716
FM 360
FM 442
70
75
80
85
90
95
100
105
110
115
490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00 580+00 585+00 590+00 595+00 600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 640+00 645+00
490+00 495+00 500+00 505+00 510+00 515+00 520+00 525+00 530+00 535+00 540+00 545+00 550+00 555+00 560+00 565+00 570+00 575+00 580+00 585+00 590+00 595+00 600+00 605+00 610+00 615+00 620+00 625+00 630+00 635+00 640+00 645+00
FAIR
CHIL
DS
CR
EE
K
TRIB
UT
AR
Y 5
OF
YO
UT
H
FAIR
EN
TR
AN
CE
NEE
DVIL
LE
YO
UT
H
RO
DE
O
B
B
C
C
F
F
G
G
H
H
STA 701+00 - STA 750+00STA 655+00 - STA 701+00
STA 623+00 - STA 655+00
STA 499+00 - STA 564+50
RES.
BILY HOMES
RES. & BUSINESS
EQUIPMENT
HOME MEDICAL
PARKING
BARBIN’S SUPER STOREQUICK STOP
TEXACO JOHNNY’S
BEAUTIQUE
RESTAURANT
PIER 36
RES.
RES.
WAX EXPRESS
CANOPY
CITGO GAS
KWIK CHECK
PUMPS
RES.
PARKING
SPJST
COLUMBUS HALL
KNIGHTS OF
BURGER
TEXASPHYSICANS
FORT BEND
RES.
CAR WASH
STATION
HERREVA SERVICE
EQUIPMENT
STANDARD
RES. RES.
RES. RES. RES.
RES.
LIQUORS
DISCOUNT DR. STEVEN
DAVIS NURSERY
GARAGE
RES.
RES.
RES.
RES.
RES.
RES.
RES. RES.
BY DONNA
HAIR STYLES
RES.
BUILDING
ADMINISTRATION
NEEDVILLE HIGH SCHOOL
RES.
RES.
FARRIER
TOM NEELON
RES.RES.RES.RES.RES.
RES.
RES.
RES.
EXXON
ORBANEKRES.
RES.
RES.
RES.
RES.
RES. RES.
RES.
RES.
STORAGE
MINI
RES.RES.RES.RES.RES.RES.RES.
(FUTURE)
ENVIRON. SYSTEMS
SIMON’S KORNER
RES. RES.
RES.
CHURCH
1ST BAPTIST
RES.
RES.
RES.
RESTAURANT
DARWIN’S
FACILITIES
GRAIN
NEEDVILLE WAREHOUSE
COOP
OF COUNTRY
LIT’L BITPARTS PLUSAND SUPPLY
NEEDVILLE FEED
CRAFTS AND ANTIQUES
THE DONUT SHOP
JEEP DEALER
RES.
ASSEMBLY OF GOD CHURCH
NEEDVILLE COMMUNITY
RES.
RES.
PROP. R.O.W.
PROP. C SH 36L
PROP. R.O.W.
PROP. R.O.W.
PROP. R.O.W.
PROP. C SH 36L
PROP. R.O.W.
SHEET 2 OF 3SHEET 2 OF 3
36 36
D
D
STA 587+50 - STA 610+00
PROPOSED CURB AND GUTTER SECTION
STEEL BLDG.
BARN
POPPY ST.
JO
E
ST.
CIT
Y
BA
RN
ST.
CIT
Y
BA
RN
ST.
RO
ES
LE
R
CHIROPRACTOR
KU
NK
EL
DR.
DO
LO
RES
ST.
RES.
FRIT
ZEL
DA
DR.
NEE
DVIL
LE
CIT
Y
LIM
ITS
RESIDENCE RESIDENCE
FM 1236
MA
TC
H
LIN
E
ST
A.
490
+00 M
ATCH LIN
E STA.
614
+00
MA
TC
H
LIN
E
ST
A.
614
+0
0
MA
TC
H
LIN
E
ST
A.
750
+0
0
650+00
650+00
655+00
655+00
660+00
660+00
665+00
665+00
670+00
670+00
675+00
675+00
680+00
680+00
685+00
685+00
690+00
690+00
695+00
695+00
700+00
700+00
705+00
705+00
710+00
710+00
715+00
715+00
720+00
720+00
725+00
725+00
730+00
730+00
735+00
735+00
740+00
740+00
745+00
745+00
750+00
750+00
755+00
755+00
760+00
760+00
RES.
SECTION B-B
SECTION C-C
SECTION D-D
SECTION F-F
SECTION G-G SECTION H-H
PROP. R.O.W.
EXIST. R.O.W.
PROP. NB PGL PROP. NB PGL
PROP. SB PGL PROP. SB PGL
FAIR
CHILD
S CREEK
TRIBU
TA
RY 4
OF
EXIST. GROUND @ NB PGL
EXIST. GROUND @ SB PGL
EXIST. GROUND @ SB PGL
EXIST. GROUND @ SB PGL
EXIST. NATURAL GROUND@ WEST R.O.W.
EXIST. NATURAL GROUND@ EAST R.O.W.
EXIST. NATURAL GROUND@ EAST R.O.W.
EXIST. NATURAL GROUND@ WEST R.O.W.
EXIST. NATURAL GROUND@ WEST R.O.W.
EXIST. NATURAL GROUND@ EAST R.O.W.
EXIST. NATURAL GROUND@ WEST R.O.W.
EXIST. NATURAL GROUND@ EAST R.O.W.
EXIST. NATURAL GROUND@ WEST R.O.W.
5’ SIDEWALK
5’ SIDEWALK
PROP. R.O.W.
PROP. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
CIT
Y
LIM
ITS
NEE
DVIL
LE
BU
FF
AL
O
CR
EE
K
L
L
EXIST. GROUND @ C SH 36L
EXIST. GROUND @ C SH 36
L
L
L
L
L
L
EXIST. GROUND @ C SH 36
EXIST. GROUND @ C SH 36
EXIST. GROUND @ C SH 36
EXIST. GROUND @ C SH 36
EXIST. GROUND @ C SH 36
EXIST. GROUND @ C SH 36
EXIST. GROUND @ C SH 36
EXIST. NATURAL GROUND @ EAST R.O.W.EXIST. NATURAL GROUND @ EAST R.O.W.
100 YEAR W.S. ELEV (89.05)100 YEAR W.S. ELEV (87.69)
100 YEAR W.S. ELEV (87.69)100 YEAR W.S. ELEV (88.84)
100 YEAR W.S. ELEV (88.84)
100 YEAR W.S. ELEV (88.84)
100 YEAR W.S. ELEV (88.84) 100 YEAR W.S. ELEV (85.98)
100 YEAR W.S. ELEV (85.98)100 YEAR W.S. ELEV (85.98)
100 YEAR W.S. ELEV (85.98)
100 YEAR W.S. ELEV (85.30)
100 YEAR W.S. ELEV (85.30)EXIST. NATURAL GROUND @ WEST R.O.W.
100 YEAR W.S. ELEV (84.84)
100 YEAR W.S. ELEV (84.84)
100 YEAR W.S. ELEV (83.19)PROP. PGL
PROP. PGL
PROP. PGL
PROP. PGL
PROP. PGL
PROP. PGL
PROP. PGL
PROP. PGL
PROP. PGL
PROP. PGL
PROP. PGL
5’ SIDEWALK
100 YEAR W.S. ELEV (89.05)
100 YEAR W.S. ELEV (84.84)
100 YEAR W.S. ELEV (84.84)
100 YEAR W.S. ELEV (83.19)
4-5’x5’ MBC
4-5’x5’ MBC
2-8’x5’ MBC
2-8’x5’ MBC
3-6’x4’ MBC
3-6’x4’ MBC
2-4’x4’ MBC
2-4’x4’ MBC
3-5’x5’ MBC
3-5’x5’ MBC
DEPTH = 3 FT3:1 SIDE SLOPESBASIN VOLUME = 10.5 AC-FTTRACT AREA = 4.42 AC.
DETENTION POND NO. 2
SH 36
SH 36
SH 36
RES.
RES.
98
59
89
304539
DHV
DHV
961
706147
1147
20520
DHV
EXIST. R.O.W.
554
677
123
451
427
554
834
270
584834
SECTION E-E
5’ SIDEWALK
24’
2-LANES
24’
2-LANES
14’
TURNLANE
2’
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
PR
OP.
R.
O.
W.
2’
SHLDR SHLDR
10’10’ 2-12’
LANES
EXISTING TYPICAL SECTION
LC EXISTING
LC PROP.
EXI
ST.
R.
O.
W.
120’ RIGHT-OF-WAY
100’ EXIST. RIGHT-OF-WAY
R.O.W.
20’ PROP.
28’ USUAL 28’ USUAL
PROP. PGL
VARIES VARIES
5’ SIDEWALK
PROPOSED CURB AND GUTTER SECTION
STA 564+50 - STA 587+50 STA 610+00 - STA 623+00
E
E
4-5’x5’ MBC
2-8’x5’ MBC
3-6’x4’ MBC
2-4’x4’ MBC3-5’x5’ MBC
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
MU
ZN
Y
ST.
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
OVERHEAD CABLERELIANT ENERGY
OVERHEAD CABLERELIANT ENERGY
BURIED PIPECITY OF NEEDVILLE
OVERHEAD CABLERELIANT ENERGY
BURIED PIPECITY OF NEEDVILLE
BURIED PIPECITY OF NEEDVILLE
BURIED PIPECITY OF NEEDVILLE
OVERHEAD CABLERELIANT ENERGY
OVERHEAD CABLERELIANT ENERGY
BUS.& RES.
FIREWOOD
SOUVENIR SHOP
RES.
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
EXISTING TYPICAL SECTION
SHLDR SHLDR
10’10’ 2-12’
LANES
LC EXISTING
28’ USUAL 28’ USUAL
10’
SHLDR
2-12’
LANES
PROPOSED DITCH PROPOSED DITCH
PR
OP.
R.
O.
W.
LC PROP.
10’
SHLDR
2-12’
LANES76’ DEPRESSED
MEDIAN
EXI
ST.
R.
O.
W.
3:1
MA
X
8:1
USUAL8:1 USUAL
3:1 MAX
VARIES
4:1
MA
X
6:1
US
UAL
6:1
US
UAL
4:1
MA
X
220’ RIGHT-OF-WAY
100’ EXIST. RIGHT-OF-WAY120’ PROP. RIGHT-OF-WAY
30’ USUAL46’ USUAL
PROP. NB PGLPROP. SB PGL
4’PAVED
4’GRASSY
4’PAVED
4’GRASSY
8’SHLDR SHLDR
8’
LEVEL UP
VAR. DEPTH
PROPOSED DEPRESSED MEDIAN SECTION
SECTION A-A
SCALE: 1"=20’
A
A
VARIES
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
EXISTING TYPICAL SECTION
SHLDR SHLDR
10’10’ 2-12’
LANES
LC EXISTING
28’ USUAL28’ USUAL
WORK ZONE
120’
10’
SHLDR
2-12’
LANES
46’ USUAL
4’PAVED
4’GRASSY
SHLDR8’
110’ WORK ZONE
30’
PHASE I
PHASE II
SECTIONS A-A TO B-B
CONSTRUCTION SEQUENCE FOR
PROP. NB PGL
EXI
ST.
R.
O.
W.
LC EXISTING
28’ USUAL
100’ EXIST. RIGHT-OF-WAY
LANES
2-12’
4’ BUFFER
94’ WORK ZONE
LANES
2-12’56’ WORK ZONE 27’ 10’
SHLDR
33’ USUAL
PHASE I
PHASE II
SECTION H-H
CONSTRUCTION SEQUENCE FOR
LC EXISTING
28’ USUAL
100’ EXIST. RIGHT-OF-WAY
LANES
2-12’
4’ BUFFER
94’ WORK ZONE
LANES
2-12’ 56’ WORK ZONE27’10’
SHLDR
33’ USUAL
PHASE I
PHASE II
SECTION G-G
CONSTRUCTION SEQUENCE FOR
PR
OP.
R.
O.
W.
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
LC EXISTING
28’ USUAL
2’
EXI
ST.
R.
O.
W.
LC EXISTING
80’ RIGHT-OF-WAY
USUAL
18’
14.5’
LANES
2-12’ 64’ WORK ZONE
100’ EXIST RIGHT-OF-WAY
60’ WORK ZONE 2’
2-LANES
24’ VARIES7’
LANES
2-12’ 49’ WORK ZONE
LANES
2-12’8.5’46’ WORK ZONE
15’
PHASE I
PHASE II
SECTIONS C-C AND E-E
CONSTRUCTION SEQUENCE FOR
PHASE I
PHASE II
SECTION D-D
CONSTRUCTION SEQUENCE FOR
20’
EXI
ST.
R.
O.
W.
LC EXISTING
28’ USUAL
LANES
2-12’64’ WORK ZONE
100’ EXIST RIGHT-OF-WAY
60’ WORK ZONE2’
2-LANES
24’VARIES7’
20’
PHASE I
PHASE II
SECTION F-F
CONSTRUCTION SEQUENCE FOR
4’
STA 491+50 - STA 499+00
H-53 27.837
1-2-40
PP
1-2-41
PP
H-54 27.052
1-2-42
PP
TFP TFP LP
LP
1-2-43
PP
Stock Piles
1-2-44
PP
H-55 27.185
TFP
LP
LP
Sign
LP
LP
TFP
Sign
LP
1-2-45
PP
H-56 27.471
TFP
LP
1-2-46
PP
W
1-2-47
PP
H-57 27.805
Billboard
1-3-56
PP
Sign
1-3-57
PP
Sign
SignSign
Billboard
SignSign
Water
1-3-58
PP
H-58 28.082
TFP
LP
Water
Ruins
TL
LP TL
Sign
Sign
Sign
LP TL
Signs
TFP
TFP
Signs
TL
Signs
Sign TFP
Sign
TL
LP
TFP
Sign
Sign 1-3-59
PP
FP
LP
LP
LP
1-3-60
PP
H-59 27.300
Slab
LP
TFP
TFP
LP
FH
TFP
S
TFP
Billboards
Sign
Sign
TFP
LP
LP
LP
TFP
TFP
LP
TFP
1-3-61
PP
H-60 28.153
LP
LP TL
FH
TFP
LP
LP
Scale
LP
TFP
FP
LP TFP
LP
FH
LP
TFP
TFP
Sign
LP
Sign
LP
1-4-69
PP
TFP
Sign
OH
250’
465’
135’
275’
90’
230’
640’
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
12
12
1
12
1
2
1
1
1
1
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
11
1
1
2
1
2
PI STATION
= 495+33.13
DELTA
= 18° 58’ 49.47" (LT)
DEGREE OF CURVE = 1° 38’ 13.28"
TANGENT
= 585.08
LENGTH
= 1,159.45
RADIUS
= 3,500.00
PC STATION
= 489+48.05
PT STATION
= 501+07.49
PI STATION= 555+97.51
DELTA= 4° 16’ 26.77" (RT)
DEGREE OF CURVE = 0° 20’ 36.38"
TANGENT= 622.54
LENGTH= 1,244.50
RADIUS= 16,682.95
PC STATION= 549+74.97
PT STATION= 562+19.47
PI STATION = 573+90.09DELTA= 19° 09’ 56.83" (LT)
DEGREE OF CURVE = 0° 59’ 59.73"TANGENT= 967.40LENGTH= 1,916.72RADIUS= 5,730.00PC STATION = 564+22.70PT STATION = 583+39.42
PI ST
ATI
ON
= 609+31.47
DELT
A
= 32° 51’ 55.13" (LT)
DE
GREE
OF C
UR
VE = 4° 27’ 32.61"
TA
NGE
NT
= 378.97
LE
NGT
H
= 737.05
RA
DI
US
= 1,284.93
PC ST
ATI
ON
= 605+52.50
PT ST
ATI
ON
= 612+89.55
S 0° 03’ 10.53" W
S 4° 01’ 04.58" W
S 15° 08
’ 52.25"
E
490+00
495+00
500+00
PT 501
+07.49
505+00
510+00
515+00
520+00
525+00
530+00
535+00
540+00
545+00
PC 549
+74.97
550+00
555+00
560+00
PT 562
+19.47
PC 564
+22.70
565+00
570+00 575+00
580+00
PT 583
+39.42
585+00
590+00
595+00
600+00
605+00
PC 605
+52.50
610+0
0
PT 612+89.55
$DATE$ $TIME$ $FILE$
SO
UT
HER
N
PACIFIC
CemeteryRosenberg
CemeteryGethsemane
West Park
Memorial
Greenlawn
CemeteryCottonwood
CemeteryJones
Dry
Creek
52990A
2977
59 2977
762
Ceslinger
Friedens
Concord
ProspectNew
360
1236
442
2977
Creek
361
ROSENBERG
ROSENBERG
NEEDVILLE
PLEAK
FAIRCHILDS
GUY
PLE
AK CIT
Y LI
MIT
NEE
DVILLE CIT
Y LI
MIT
Buffalo
Creek
Cedar Creek
Buffalo
Creek
Big Creek
Deer Cre
ek
Cottonwood Creek
Fairchilds Creek
Fair
chil
ds Cre
ek
Mound
Creek
HARTLE
DGE (
GER
KE
N R
D.)
FORT BE
ND C
OU
NT
Y
59
ATC
HIS
ON, T
OPE
KA
AN
D S
ANT
A FE R
AIL
WA
Y
TR
ANSP
ORT
ATI
ON C
OMP
AN
Y
SO
UT
HER
N P
ACIFIC
SO
UT
HE
RN
PA
CI
FI
C
TR
AN
SP
OR
TA
TI
ON
CO
MP
AN
Y
Modena
ROSENBERG CI
TY LI
MITS
Coon
Creek
Seabourne
Creek
SO
UT
HE
RN
PA
CI
FI
C
CIT
Y LI
MIT
PLE
AK
CIT
Y LI
MIT
BigC
reek
P
P
PBayou
LI
MITCIT
Y
36
SPUR 10
STUDY AREA
2218
VICINITY MAP
N.T.S.
SO
UT
HER
N
PACIFIC
CemeteryRosenberg
CemeteryGethsemane
West Park
Memorial
Greenlawn
CemeteryCottonwood
CemeteryJones
Dry
Creek
52990A
2977
59 2977
762
Ceslinger
Friedens
Concord
ProspectNew
360
1236
442
2977
Creek
361
ROSENBERG
ROSENBERG
NEEDVILLE
PLEAK
FAIRCHILDS
GUY
PLE
AK CIT
Y LI
MIT
NEE
DVILLE CIT
Y LI
MIT
Buffalo
Creek
Cedar Creek
Buffalo
Creek
Big Creek
Deer Cre
ek
Cottonwood Creek
Fairchilds Creek
Fair
chil
ds Cre
ek
Mound
Creek
HARTLE
DGE (
GER
KE
N R
D.)
FORT BE
ND C
OU
NT
Y
59
ATC
HIS
ON, T
OPE
KA
AN
D S
ANT
A FE R
AIL
WA
Y
TR
ANSP
ORT
ATI
ON C
OMP
AN
Y
SO
UT
HER
N P
ACIFIC
SO
UT
HE
RN
PA
CI
FI
C
TR
AN
SP
OR
TA
TI
ON
CO
MP
AN
Y
Modena
ROSENBERG CI
TY LI
MITS
Coon
Creek
Seabourne
Creek
SO
UT
HE
RN
PA
CI
FI
C
CIT
Y LI
MIT
PLE
AK
CIT
Y LI
MIT
BigC
reek
P
P
PBayou
LI
MITCIT
Y
36
SPUR 10
STUDY AREA
2218
VICINITY MAP
N.T.S.
ENGINEERS, INC.
CIVIL ENGINEERS & SURVEYORS
HOUSTON, TEXAS
C 2003Texas
Department
of Transportation
STATE HIGHWAY 36
$USER$
SCHEMATIC LAYOUT
ENGINEERS, INC.
CIVIL ENGINEERS & SURVEYORS
HOUSTON, TEXAS
LEGEND
C 2003Texas
Department
of Transportation
STATE HIGHWAY 36
SCHEMATIC LAYOUT
EXISTING TELEPHONE MANHOLE
SHELTER
EXISTING TELEPHONE EQUIPMENT ROOM OR
EXISTING CASING
PROPOSED CASING
PRIVATE WATER WELL
EXISTING TELEPHONE COPPER CABLE
EXISTING WATERLINE
EXISTING GAS UTILITY OR GAS PIPELINE
EXISTING TELEPHONE PULL BOX
W
(UNLESS NOTED OTHERWISE)
EXISTING PVC CONTAINING TELEPHONE LINES
EASEMENT
UTILITY LEGEND
PROP. PGL
EXIST. PGL
~~
PROFILE LEGEND
EXISTING GROUND
EXISTING R.O.W. LT
EXISTING R.O.W. RT
Texas
Department
of Transportation
COUNTY
SCHEMATIC LAYOUT
HOUSTON DISTRICT
FORT BEND
ORIGINAL APPROVED: - -
DATE: - -
REVISED: - -
REVISION(S) APPROVED: - -
SPEED IS 40 MPH
SECTION DESIGN
URBAN CURB & GUTTER
SPEED IS 70 MPH
RURAL ARTERIAL DESIGN
EXISTING TELEPHONE MANHOLE
SHELTER
EXISTING TELEPHONE EQUIPMENT ROOM OR
EXISTING CASING
PROPOSED CASING
PRIVATE WATER WELL
EXISTING TELEPHONE COPPER CABLE
EXISTING WATERLINE
EXISTING GAS UTILITY OR GAS PIPELINE
EXISTING TELEPHONE PULL BOX
W
(UNLESS NOTED OTHERWISE)
EXISTING PVC CONTAINING TELEPHONE LINES
EASEMENT
UTILITY LEGEND
PROP. PGL
EXIST. PGL
~~
PROFILE LEGEND
EXISTING GROUND
EXISTING R.O.W. LT
EXISTING R.O.W. RT
Texas
Department
of Transportation
COUNTY
SCHEMATIC LAYOUT
HOUSTON DISTRICT
FORT BEND
SH36
ORIGINAL APPROVED: - -
DATE: - -
REVISED: - -
REVISION(S) APPROVED: - -
SPEED IS 40 MPH
SECTION DESIGN
URBAN CURB & GUTTER
SPEED IS 70 MPH
RURAL ARTERIAL DESIGN
FROM: FM 2218
TO: FORT BEND COUNTY LINE
SCALE:0 100 200 300 400
LEGEND
SCALE:0 100 200 300 400
MAIN LANES
FRONTAGE ROADS AND RAMPS
TURNAROUNDS
EXISTING RDWY TO BE REMOVED
EXISTING RDWY TO REMAIN
EMBANKMENT
CONTROL OF ACCESS
PROP ROW
EXISTING ROW
000000
0L
0L
BLACK
BLACK
BLACK
BLACK
BLACK
BLACK
GREEN
GREEN
BLUE
BLUE
BLUE
RED
RED
RED
BLUE
RED
ORANGE
ORANGE
TURQUOISE
BROWN
PURPLE
BLACK
LINE WT COLOR CODESYMBOLOGY
5 LT GREEN
ACCESS ROAD
PLANIMETRIC
PROPOSED LANE DIRECTIONAL INDICATOR
EXISTING LANE DIRECTIONAL INDICATOR
DIRECT CONNECTOR
DEPRESSED
FUTURE
RETAINING WALL
STRIPING
OVERHEAD EXPRESSWAY LANES
TEMPORARY CONNECTIONS
5
5
10
9
7
0
6
1
1
3
2
4
0
0
0
0
3
3
2
1
1
0
3
3
3
3
1
1
1
1
0
0
0
0
0
0
0
2
2
6
6
65
7
37
197RDWY. UNDER CONSTRUCTION
TRAFFIC COUNT YEAR (2021) DHV
PURPLE1010
HIGH OCCUPANCY VEHICLE
203RECOMMENDED NOISE ABATEMENT WALL
PLAN LEGEND
MAIN LANES
FRONTAGE ROADS AND RAMPS
TURNAROUNDS
EXISTING RDWY TO BE REMOVED
EXISTING RDWY TO REMAIN
EMBANKMENT
CONTROL OF ACCESS
PROP ROW
EXISTING ROW
000000
0L
0L
BLACK
BLACK
BLACK
BLACK
BLACK
BLACK
GREEN
GREEN
BLUE
BLUE
BLUE
RED
RED
RED
BLUE
RED
ORANGE
ORANGE
TURQUOISE
BROWN
PURPLE
BLACK
LINE WT COLOR CODESYMBOLOGY
5 LT GREEN
ACCESS ROAD
PLANIMETRIC
PROPOSED LANE DIRECTIONAL INDICATOR
EXISTING LANE DIRECTIONAL INDICATOR
DIRECT CONNECTOR
DEPRESSED
FUTURE
RETAINING WALL
STRIPING
OVERHEAD EXPRESSWAY LANES
TEMPORARY CONNECTIONS
5
5
10
9
7
0
6
1
1
3
2
4
0
0
0
0
3
3
2
1
1
0
3
3
3
3
1
1
1
1
0
0
0
0
0
0
0
2
2
6
6
65
7
37
197RDWY. UNDER CONSTRUCTION
TRAFFIC COUNT YEAR (2021) DHV
PURPLE1010
HIGH OCCUPANCY VEHICLE
203RECOMMENDED NOISE ABATEMENT WALL
PLAN LEGEND
NB PROFILE
100 YEAR WATER SURFACE ELEVATION100 YEAR WATER SURFACE ELEVATION
GAS GAS
W W
T T
OH OH
GAS GAS
W W
T T
OH OH
NOT A BIDDING DOCUMENT
GARY GEHBAUER, P.E.
71173
TEXAS REGISTRATION NUMBER
DATE
FI
LE
NO.:
CSJ
NO.:
TO:
FR
OM:
DE
SC
RI
PTI
ON:
HI
GH
WA
Y:
AP
PR
OV
AL
DA
TE:
RE
VI
SI
ON
DA
TE:
DA
TE:
SH 36
FM 2218
FO
RT
BE
ND
CO
UN
TY
LI
NE
0187-05-048,
ET
C.
SH36
FROM: FM 2218
TO: FORT BEND COUNTY LINE
FI
LE
NO.:
CSJ
NO.:
TO:
FR
OM:
DE
SC
RI
PTI
ON:
HI
GH
WA
Y:
AP
PR
OV
AL
DA
TE:
RE
VI
SI
ON
DA
TE:
DA
TE:
SH 36
FM 2218
FO
RT
BE
ND
CO
UN
TY
LI
NE
0187-05-048,
ET
C.
SB PROFILE
1-4-74
PP
H-63
1-4-75
PP
H-64
26.072
TFP
Signs
1-4-76
PP
H-65 25.757
TFP
TFP
LP
Sign
TFP
Dense Woods
Dense Woods
Dense Woods
1-4-77
PP
TFP
TFP
TFP
LP
LP
TFP TFP
Dense Woods
1-4-78
PP
H-66 25,896
LP
TFP
Billboard
TFP
TFP
LP
TL
TL
TFP
Sign
Sign
LP
TFP
LP
LP
Sign
LP
Orchard
Dense Woods
Dense Woods
Dense Woods
Dense Woods
Dense Woods
1-4-79
PP
H-67 25.511
TFP
TFP
LP
1-4-80
PP H-68
25.680
TFP
TFP TFP TFP
TFP
Sign
TFP
TFP
Dense Woods
1-4-81
PP
TFP TFP TFP
LP
Sign
Dense Woods
Dense Woods
1-4-82
PP
H-69
26.366
TFP
LP
Sign
TFP
FP
LP
TFP
TFP
LP
LP
FP
Sign
Dense Woods
1-4-83
PP H-70
25.790
TFP
TFP
LP
LP
LP
LP
TFP
LP
LP
S
TFP
LP
LP
1-4-84
PP
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
SCALE: 1"=20’
EXISTING TYPICAL SECTION
SHLDR SHLDR
10’10’ 2-12’
LANES
PROPOSED DEPRESSED MEDIAN SECTION
LC EXISTING
28’ USUAL 28’ USUAL
10’
SHLDR
2-12’
LANES
PROPOSED DITCH PROPOSED DITCH
PR
OP.
R.
O.
W.
LC PROP.
10’
SHLDR
2-12’
LANES76’ DEPRESSED
MEDIAN
EXI
ST.
R.
O.
W.
3:1
MA
X
8:1
USUAL8:1 USUAL
3:1 MAX
2.00%2.00%
4:1
MA
X
6:1
US
UAL
6:1
US
UAL
4:1
MA
X
220’ RIGHT-OF-WAY
100’ EXIST. RIGHT-OF-WAY120’ PROP. RIGHT-OF-WAY
30’ USUAL46’ USUAL
PROP. NB PGLPROP. SB PGL
4’PAVED
4’GRASSY
4’PAVED
4’GRASSY
8’SHLDR SHLDR
8’
LEVEL UP
VAR. DEPTH
TFP
Sign
TFP
Sign
S
1-4-70
PP
H-61
25.925
TFP
TFP
LP
LP
LP
Sign
TFP
MH LP
LP
Sign
TFP
Billboard
1-4-71
PP
TFP
LP
TFPSign
Billboard
SignSignSign
Sign
1-4-72
PP
26.118
TFP
TFPSigns
TFP
TFP
LP TL
TL TFP TFP
LP
S
TFP LP TLSign
1-4-73
PP
Dense Woods
Signs
1
2
1
2
1
2
1
2
1
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
11
123
= 32° 51’ 55.13" (LT)PI STATION = 622+61.64
DELTA = 1° 08’ 44.75" (LT)
DEGREE OF CURVE = 0° 59’ 59.73"
TANGENT = 57.29
LENGTH = 114.58
RADIUS = 5,730.00
PC STATION = 622+04.34
PT STATION = 623+18.93
PI STATION = 632+61.83
DELTA = 1° 08’ 44.75" (RT)
DEGREE OF CURVE = 0° 59’ 59.73"
TANGENT = 57.29
LENGTH = 114.58
RADIUS = 5,730.00
PC STATION = 632+04.54
PT STATION = 633+19.12
PI STATION = 699+41.26
DELTA = 1° 50’ 54.27" (RT)
DEGREE OF CURVE = 0° 29’ 59.87"
TANGENT = 184.87
LENGTH = 369.71
RADIUS = 11,460.00
PC STATION = 697+56.39
PT STATION = 701+26.10
PI STATION = 714+91.34
DELTA = 1° 50’ 54.27" (LT)
DEGREE OF CURVE = 0° 29’ 59.87"
TANGENT = 184.87
LENGTH = 369.71
RADIUS = 11,460.00
PC STATION = 713+06.47
PT STATION = 716+76.18
S 48° 00’ 47.38" ES 49° 09’ 32.13" E
S 48° 00’ 47.38" ES 48° 46’ 21.54" E
S 48° 00’ 47.35" ES 48° 11’ 03.25" E
S 46° 20’ 08.98" E S 48° 11’ 03.25" E
615+00 620+00
PC 622
+04.34
PT 623
+18.93
625+00630+00
PC 632
+04.54
PT 633
+19.12
635+00 640+00
PO
T 643
+96.07
645+00650+00
655+00
PO
T 655
+27.70
660+00 665+00 670+00
PO
T 671
+43.47
675+00 680+00 685+00 690+00 695+00
PC 697
+56.39
700+00
PT 701
+26.10
705+00710+00
PC 713
+06.47
715+00
PT 716
+76.18
720+00 725+00 730+00 735+00 740+00 745+00 750+00
24’
2-LANES
24’
2-LANES
14’
TURNLANE
2’
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
PR
OP.
R.
O.
W.
2’
SHLDR SHLDR
10’10’ 2-12’
LANES
EXISTING TYPICAL SECTION
LC EXISTING
LC PROP.
OPTION A
PROPOSED CURB AND GUTTER SECTION
EXI
ST.
R.
O.
W.
120’ RIGHT-OF-WAY
100’ EXIST. RIGHT-OF-WAY
R.O.W.
20’ PROP.
28’ USUAL 28’ USUAL
5’ SIDEWALK 5’ SIDEWALK
PROP. PGL
VARIES VARIES
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
SCALE: 1"=20’
SHLDR SHLDR
10’10’ 2-12’
LANES
PROPOSED FLUSH MEDIAN SECTION
EXISTING TYPICAL SECTION
LC EXISTING
10’
SHLDR
2-12’
LANES
10’
SHLDR
2-12’
LANES MEDIAN
16’
PROPOSED DITCH
PR
OP.
R.
O.
W.
LC PROP.
PROPOSED DITCH
EXI
ST.
R.
O.
W.
150’ RIGHT-OF-WAY
50’ PROP. RIGHT-OF-WAY100’ EXIST. RIGHT-OF-WAY
33’ USUAL 33’ USUAL
28’ USUAL 28’ USUAL
4:1
MA
X
6:1
US
UAL
4:1
MA
X
6:1
US
UAL
3:1
MA
X
3:1
MA
X
PROP. PGL
24’
2-LANES
24’
2-LANES
16’
TURN
LANE
2’2’
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
PR
OP.
R.
O.
W.
SHLDR SHLDR
10’10’ 2-12’
LANES
EXISTING TYPICAL SECTION
LC EXISTING
LC PROP.
OPTION A
PROPOSED CURB AND GUTTER SECTION
EXI
ST.
R.
O.
W.
120’ RIGHT-OF-WAY
100’ EXIST. RIGHT-OF-WAY
R.O.W.
20’ PROP.
28’ USUAL 28’ USUAL
5’ SIDEWALK 5’ SIDEWALK
PROP. PGL
PROPOSED DITCHPROPOSED DITCH
VARIES VARIES
3:1 MAX
4:1 MAX
6:1 USUAL
4:1 MAX
6:1 USUAL
3:1 MAX
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
10’
SHLDR
2-12’
LANES
10’
SHLDR
2-12’
LANES MEDIAN
16’
PROPOSED DITCH
PR
OP.
R.
O.
W.
SCALE: 1"=20’
SHLDR SHLDR
10’10’ 2-12’
LANES
PROPOSED FLUSH MEDIAN SECTION
EXISTING TYPICAL SECTION
LC EXISTING
LC PROP.
PROPOSED DITCH
EXI
ST.
R.
O.
W.
150’ RIGHT-OF-WAY
50’ PROP. RIGHT-OF-WAY 100’ EXIST. RIGHT-OF-WAY
33’ USUAL 33’ USUAL
28’ USUAL28’ USUAL
PROP. PGL
3:1
MA
X
4:1
MA
X
6:1
US
UAL
4:1
MA
X
6:1
US
UAL
3:1
MA
X
24’
2-LANES
24’
2-LANES
14’
TURN
LANE
2’2’
LC PROP.
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
SHLDR SHLDR
10’10’ 2-12’
LANES
EXISTING TYPICAL SECTION
LC EXISTING
PR
OP.
R.
O.
W.
EXI
ST.
R.
O.
W.
80’ RIGHT-OF-WAY
95’ RIGHT-OF-WAY
80’ EXIST. RIGHT-OF-WAY
RIGHT-OF-WAY
15’ PROP.
USUAL
18’
USUAL
18’
14.5’ 14.5’
5’ SIDEWALK 5’ SIDEWALK
PROP. PGL
8" S
AN.
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHO
H
OH
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
TT T T T
TT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
6"
WATE
R
6" S
AN.
8" S
AN.
8" S
AN.
8" S
AN.
8" S
AN.
6" S
AN.
6" S
AN.
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SAN
SA
N
SA
N
SA
N
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
6" WATER
2" WATER
6" SAN.
MTL. P
OST
GAS P.L.
MKR.
ENTE
X
P.L.
MKR.
MTL P
OST
CO
NC.
HN
G C
ORP.
MTL SI
GN
ENTE
X
MKR.
CO
NC.
HN
G C
ORP.
MTL SI
GN
ENTE
X
MKR.
CO
NC.
GAS LI
NE
MKR.
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHOH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
TT
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T
TT
OH
OH
OH
OH
OH
OH
OH
OH OH OH OH
OHOH
OH
OH
OH OH OH
OH
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
T T T T T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T6" WATER
2"
WA
TE
R
2" WATER
6" WATER
2"
WA
TE
R
6" WATER
6"
WA
TE
R
3" WATER
8" SAN.
8"
SA
N.
8" SAN. 8" SAN.
8"
SA
N.
6" SAN.
SANSANSANSANSANSAN
SA
N
SANSANSANSANSANSANSANSANSAN
SA
N
WW
W
W W W W W W W W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W
STA = 491+60.00
EL = 90.05’
(+)0.0237 % (+)0.0000 %
STA = 535+20.00
EL = 90.05’
(+)0.0000 % (-)0.0070 %
STA = 565+00.00
EL = 89.84’
(-)0.0070 % (+)0.0000 %
STA = 581+25.00
EL = 89.84’
(+)0.0000 % (-)0.3500 %
STA = 589+42.31
EL = 86.98’
(-)0.3500 % (+)0.3500 %
L = 120.00’
K = 171
ex = 0.11’
STA = 594+06.42
EL = 88.60’
(+)0.3500 % (-)0.3500 %
L = 120.00’
K = 171
ex = -0.11’
STA = 598+70.55
EL = 86.98’
(-)0.3500 % (+)0.3500 %
L = 120.00’
K = 171
ex = 0.11’
STA = 602+53.58
EL = 88.32’
(+)0.3500 % (-)0.3500 %
L = 120.00’
K = 171
ex = -0.11’
STA = 606+36.47
EL = 86.98’
(-)0.3500 % (+)0.3500 %
L = 120.00’
K = 171
ex = 0.10’
STA = 611+09.71
EL = 88.64’
(+)0.3500 % (-)0.3500 %
L = 120.00’
K = 171
ex = -0.11’
STA = 615+82.92
EL = 86.98’
(-)0.3500 % (-)0.0000 %
L = 120.00’
K = 343
ex = 0.05’
STA = 640+30.00
EL = 86.98’
(-)0.0000 % (-)0.0130 %
STA = 728+30.00
EL = 85.84’
(-)0.0130 % (-)0.1650 %
STA = 738+30.00
EL = 84.19’
(-)0.1650 % (+)0.0015 %
STA = 491+60.00
EL = 90.05’
(+)0.0237 % (+)0.0000 %
STA = 535+20.00
EL = 90.05’
(+)0.0000 % (-)0.0070 %
STA = 565+00.00
EL = 89.84’
(-)0.0070 % (+)0.0000 %
STA = 581+25.00
EL = 89.84’
(+)0.0000 % (-)0.3500 %
STA = 589+42.31
EL = 86.98’
(-)0.3500 % (+)0.3500 %
L = 120.00’
K = 171
ex = 0.11’
STA = 594+06.42
EL = 88.60’
(+)0.3500 % (-)0.3500 %
L = 120.00’
K = 171
ex = -0.11’
STA = 598+70.55
EL = 86.98’
(-)0.3500 % (+)0.3500 %
L = 120.00’
K = 171
ex = 0.11’
STA = 602+53.58
EL = 88.32’
(+)0.3500 % (-)0.3500 %
L = 120.00’
K = 171
ex = -0.11’
STA = 606+36.47
EL = 86.98’
(-)0.3500 % (+)0.3500 %
L = 120.00’
K = 171
ex = 0.10’
STA = 611+09.71
EL = 88.64’
(+)0.3500 % (-)0.3500 %
L = 120.00’
K = 171
ex = -0.11’
STA = 615+82.92
EL = 86.98’
(-)0.3500 % (-)0.0000 %
L = 120.00’
K = 343
ex = 0.05’
STA = 640+30.00
EL = 86.98’
(-)0.0000 % (-)0.0130 %
STA = 728+30.00
EL = 85.84’
(-)0.0130 % (-)0.1650 %
STA = 738+30.00
EL = 84.19’
(-)0.1650 % (+)0.0015 %
PROP. ROW
C PROP. SH 36L
MO
UN
D
CREEK
MO
RG
AN
FM 1994
NIC
HT
ER
DIT
CH
BA
RE
K
WA
LCIK
TRIB
UT
AR
Y 2
OF
MO
UN
D
CREEK
55
65
75
85
755+00750+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00
55
65
75
85
755+00750+00 760+00 765+00 770+00 775+00 780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00 840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00
55
65
75
85
55
65
75
85
55
65
75
85
55
65
75
85
75
85
55
65
75
85
55
65
75
85
55
65
75
85
55
65
863
FM 1994
B
B
A
A
C
C
D
D
RES.
NEEDVILLE PUMP STATION
TEPPCO CRUDE OIL, LLC
RES.
RES.
RES.
RES.
FENCING
DONNHAUS
RES.RES.
RES.
RES.
RES.
RES.
RES.
& RESIDENCE
FT. BEND WELDING
TEXACO
COUNTRY CROSSROADS
JIMMIES
RES.RES.
POST OFFICE
RES.
RES. RES. RES. RES. RES.
CREATIVE SANDBLASTING
HAVE A BLAST
RES.
RES.
RES. RES.RES.
RES.
RES.
RES.
RES.RES.
RES.
RES.
RES.
RES.
SCHULTZ BROS. INC.
RES.
CAN RECYCLING
RES.RES.RES.
RES.
RES.
RES.
RES.RES.
RES.
NATURAL GAS REGULATOR STATION
HOUSTON PIPE LINE COMPANY
AND AUTO REPAIR
SYDOW’S TRUCK
RES.
SHEET 3 OF 3SHEET 3 OF 3
36
LIMITS
SHEET
36 36
36
LIMITS
SHEET
RES.
BARN/GARAGE
RES.
RES.
RES.
RES.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
EXIST. NATURAL GROUND @ EAST R.O.W.
EXIST. NATURAL GROUND @ WEST R.O.W.
RES.
MA
TC
H
LIN
E
ST
A.
750
+0
0
95
95 95
95
95
95
95
95
95
95
STA 861+50 - STA 967+00
SECTION D-DSTA 795+00 - STA 845+00
SECTION B-B
PROP. NB PGL PROP. NB PGL
PROP. SB PGLPROP. SB PGL
100 YEAR WATER SURFACE ELEVATION
= STA 0+00 (CSJ 0188-03-019)
STA 992+44.22 (CSJ 0188-02-029)
END PROJECT
EXIST. GROUND @ SB PGL
EXIST. GROUND @ SB PGL
EXIST. GROUND @ NB PGLEXIST. GROUND @ NB PGL
PROP. R.O.W.
PROP. R.O.W.
PROP. R.O.W.
EXIST. GROUND @ C SH 36
EXIST. GROUND @ C SH 36
L
L
L
L
L
LEXIST. GROUND @ C SH 36
EXIST. GROUND @ C SH 36
EXIST. GROUND @ C SH 36
EXIST. GROUND @ C SH 36
STA 750+00 - STA 795+00
SECTION A-ASTA 845+00 - STA 861+50
SECTION C-C
55
65
75
85
75
85
55
65
95
95
PROP. PGLPROP. PGL
PROP. PGL
PROP. PGL PROP. PGL
PROP. PGL
100 YEAR W.S. ELEV (83.19)
100 YEAR W.S. ELEV (77.27)
100 YEAR W.S. ELEV (77.27)
100 YEAR W.S. ELEV (77.27)
100 YEAR W.S. ELEV (77.27)
100 YEAR W.S. ELEV (76.53)
100 YEAR W.S. ELEV (76.53)
100 YEAR W.S. ELEV (73.67)
100 YEAR W.S. ELEV (73.67)
100 YEAR W.S. ELEV (73.33)
100 YEAR W.S. ELEV (73.33)
100 YEAR W.S. ELEV (72.76)
100 YEAR W.S. ELEV (72.76)
100 YEAR W.S. ELEV (70.08)
100 YEAR W.S. ELEV (70.08)
100 YEAR W.S. ELEV (70.08)
100 YEAR W.S. ELEV (70.08)
100 YEAR W.S. ELEV (70.08)
100 YEAR W.S. ELEV (70.08)
MATCH PAVEMENT
MATCH PAVEMENT
100 YEAR W.S. ELEV (83.19)
980+00
980+00
985+00
985+00
990+00
990+00
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
SCALE: 1"=20’
EXISTING TYPICAL SECTION
SHLDR SHLDR
10’10’ 2-12’
LANES
PROPOSED DEPRESSED MEDIAN SECTION
LC EXISTING
28’ USUAL 28’ USUAL
10’
SHLDR
2-12’
LANES
PROPOSED DITCH PROPOSED DITCH
PR
OP.
R.
O.
W.
LC PROP.
10’
SHLDR
2-12’
LANES76’ DEPRESSED
MEDIAN
EXI
ST.
R.
O.
W.
3:1
MA
X
8:1
USUAL8:1 USUAL
3:1 MAX
2.00%2.00%
4:1
MA
X
6:1
US
UAL
6:1
US
UAL
4:1
MA
X
260’ RIGHT-OF-WAY
100’ EXIST. RIGHT-OF-WAY160’ PROP. RIGHT-OF-WAY
78’ USUAL38’ USUAL
PROP. NB PGLPROP. SB PGL
4’PAVED
4’GRASSY
4’PAVED
4’GRASSY
8’SHLDR SHLDR
8’
STA 967+00 - STA 986+00
SECTION E-E
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
SCALE: 1"=20’
EXISTING TYPICAL SECTION
SHLDR SHLDR
10’10’ 2-12’
LANES
PROPOSED DEPRESSED MEDIAN SECTION
LC EXISTING
28’ USUAL 28’ USUAL
10’
SHLDR
2-12’
LANES
PROPOSED DITCH
PROPOSED DITCH
PR
OP.
R.
O.
W.
LC PROP.
10’
SHLDR
2-12’
LANES76’ DEPRESSED
MEDIAN
EXI
ST.
R.
O.
W.
3:1
MA
X
8:1
USUAL8:1 USUAL
3:1 MAX
2.30%
4:1
MA
X
6:1
US
UAL
6:1
US
UAL
4:1
MA
X
260’ RIGHT-OF-WAY
100’ EXIST. RIGHT-OF-WAY160’ PROP. RIGHT-OF-WAY
PROP. NB PGLPROP. SB PGL
4’PAVED
4’GRASSY
4’PAVED
4’GRASSY
8’SHLDR SHLDR
8’
E
E
F
F
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
EXISTING TYPICAL SECTION
SHLDR SHLDR
10’10’ 2-12’
LANES
LC EXISTING
28’ USUAL 28’ USUAL
10’
SHLDR
2-12’
LANES
PROPOSED DITCH PROPOSED DITCH
PR
OP.
R.
O.
W.
LC PROP.
10’
SHLDR
2-12’
LANES81’ DEPRESSED
MEDIAN
EXI
ST.
R.
O.
W.
3:1
MA
X
8:1
USUAL8:1 USUAL
3:1 MAX
2.00%2.00%
4:1
MA
X
6:1
US
UAL
6:1
US
UAL
4:1
MA
X
33’ USUAL78’ USUAL
PROP. NB PGLPROP. SB PGL
4’PAVED
4’GRASSY
4’PAVED
4’GRASSY
8’SHLDR SHLDR
8’
STA 986+00 - END PROJECT
SECTION F-F
SCALE: 1"=20’
PROPOSED DEPRESSED MEDIAN SECTION
2.30%
VARIES 38’ TO 78’
TO 38’
VARIES 78’
3-4’x5’ MBC
3-4’x5’ MBC
EQUALIZER
7’x4’ BOX
EQUALIZER
7’x4’ BOX
2-5’x5’ MBC
2-5’x5’ MBC
2-36" RCP
2-36" RCP
6-4’x4’ MBC
6-4’x4’ MBC
3-6’x3’ MBC
3-6’x3’ MBC
3-5’x5’ MBC
3-5’x5’ MBC
SH 36
245 20
20
59 20
DHV
110’ PROP. RIGHT-OF-WAY
PROP. R.O.W.
AB
AN
DO
NE
D
R.R.
TRIB
UT
AR
Y 1
OF
MO
UN
D
CR
EE
K
452584
143
50
LEVEL UP
VAR. DEPTH
LEVEL UP
VAR. DEPTHLEVEL UP
VAR. DEPTH
PROP. R.O.W.
PROP. R.O.W.
PROP. R.O.W. PROP. R.O.W.
3-4’X5’ MBC
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
713-225-7444
OPERATING COMPANY
ENRON GAS PIPELINE
(WHARTON DISTRICT)-
HOUSTON PIPELINE CO.
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
1-800-522-4992
BURIED FIBER OPTIC CABLE
FORT BEND TELEPHONE CO.
EQUALIZER
7’x4’ BOX
2-5’x5’ MBC
6-4’x4’ MBC
3-6’x3’ MBC
3-5’x5’ MBC
VARIES 150’-110’ PROP. RIGHT-OF-WAY
VARIES 260’-220’ RIGHT-OF-WAY
OVERHEAD CABLERELIANT ENERGY
OVERHEAD CABLERELIANT ENERGY
OVERHEAD CABLERELIANT ENERGY
OVERHEAD CABLERELIANT ENERGY
UNDERGROUND PIPE
1-800-766-8690
WESTEX 66 PIPELINE CO.
OVERHEAD CABLERELIANT ENERGY
UNDERGORUND PIPE
1-800-331-3381
SEAWAY PIPELINE CO.
OVERHEAD CABLERELIANT ENERGY
OVERHEAD CABLERELIANT ENERGY
FA
ND
AN
GO
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
EXISTING TYPICAL SECTION
SHLDR SHLDR
10’10’ 2-12’
LANES
LC EXISTING
28’ USUAL28’ USUAL
WORK ZONE
120’
10’
SHLDR
2-12’
LANES
46’ USUAL
4’PAVED
4’GRASSY
SHLDR8’
110’ WORK ZONE
30’
PHASE I
PHASE II
SECTIONS D-D TO F-F
CONSTRUCTION SEQUENCE FOR
PROP. NB PGL
EXI
ST.
R.
O.
W.
LC EXISTING
28’ USUAL
100’ EXIST. RIGHT-OF-WAY
LANES
2-12’
4’ BUFFER
94’ WORK ZONE
LANES
2-12’56’ WORK ZONE 27’ 10’
SHLDR
33’ USUAL
PHASE I
PHASE II
SECTION A-A
CONSTRUCTION SEQUENCE FOR
EXI
ST.
R.
O.
W.
LC EXISTING
28’ USUAL
100’ EXIST. RIGHT-OF-WAY
LANES
2-12’
4’ BUFFER
94’ WORK ZONE
LANES
2-12’56’ WORK ZONE 27’ 10’
SHLDR
33’ USUAL
PHASE I
PHASE II
SECTION C-C
CONSTRUCTION SEQUENCE FOR
EXI
ST.
R.
O.
W.
LC EXISTING
28’ USUAL
100’ EXIST. RIGHT-OF-WAY
LANES
2-12’
4’ BUFFER
94’ WORK ZONE
LANES
2-12’ 56’ WORK ZONE27’10’
SHLDR
33’ USUAL
PHASE I
PHASE II
SECTION B-B
CONSTRUCTION SEQUENCE FOR
HISTORIC RESIDENCE
AXS
TOF E
R
N
GI
EE
ST
TA
ESS
PR
OF
86967
E
NNOI EAL
CHRIS KUYKENDALL
LICENSED
SCALE: 1"=20’
PROPOSED FLUSH MEDIAN SECTION
2-11’
LANES
2-11’
LANES
PROPOSED DITCH
LC PROP.
PROPOSED DITCH
EXI
ST.
R.
O.
W.
100’ EXIST. RIGHT-OF-WAY
3:1
MA
X
PROP. PGL
1’OFFSET1’OFFSET 12’
MED16’ 26’
4:1
4:1
MA
X3:1
EXIST. R.O.W.
EXIST. R.O.W. EXIST. R.O.W.
EXIST. R.O.W.
1-4-84
PP
TFP
Framework
Stock Pile
1-4-85
PP
H-71 25.298
TFP
1-4-86
PP
H-72 24.993
TFPSign
1-4-87
PP
H-73 25.306
TFP
TFP
S
Sign TFP
TFP
TFP
1-4-88
PP
H-74 24.160
TFP
LP
Signs TFP
Trace of
Undergroung Pipeline
LP
LP
TFP LP
MH
MH
1-4-89
PP
TFP
LP
TFP
LP
1-4-90
PP
H-75 23.406
TFP TFP
TFP LP
LP
1-4-91
PP
H-76 23.275
LP
TFP LP Sign
Water
TFP
Windmill
TFP
1-4-92
PP
H-77
23.524
Transmission Line Tower
Dense Woods
1-4-93
PP
1-4-94
PP
H-78 23.176
TFP
TFP
TL
TFP
TFP
Scale
Stock Pile
Sign
S
TL
LP
TFP
LP
TFP
LP
TFP
Ramp
Dense Woods
Dense Woods
1-4-95
PP
H-79
22.782
LP
TFP
TFP
TFP
LP
LP
LP LP
Sign
FP
TFP
TFP
LP
1-4-96
PP
LP
Sign
1-4-97
PP
H-80 22.678
TFP TFP
Dense Woods
1-4-98
PP H-81 22.241
TFP
1-4-99
PP
22.081
TFP
H-82
1-4-100
PP
1-4-101
PP
H-83 21.603
LP
TFP
1-4-102
PP
H-84 21.404
TFP
LP
1-4-103
PP
TFP
Stock Pile
1-4-104
PP H-85
21.149
LP
Water
TFP TFP TFP
1-4-105
PP H-86 21.242
LP
TFP
TFP TFP TFP
Water
Dense Woods
1-4-106
PP
Dense Woods
1-4-107
PP
$DATE$ $TIME$ $FILE$
SO
UT
HER
N
PACIFIC
CemeteryRosenberg
CemeteryGethsemane
West Park
Memorial
Greenlawn
CemeteryCottonwood
CemeteryJones
Dry
Creek
52990A
2977
59 2977
762
Ceslinger
Friedens
Concord
ProspectNew
360
1236
442
2977
Creek
361
ROSENBERG
ROSENBERG
NEEDVILLE
PLEAK
FAIRCHILDS
GUY
PLE
AK CIT
Y LI
MIT
NEE
DVILLE CIT
Y LI
MIT
Buffalo
Creek
Cedar Creek
Buffalo
Creek
Big Creek
Deer Cre
ek
Cottonwood Creek
Fairchilds Creek
Fair
chil
ds Cre
ek
Mound
Creek
HARTLE
DGE (
GER
KE
N R
D.)
FORT BE
ND C
OU
NT
Y
59
ATC
HIS
ON, T
OPE
KA
AN
D S
ANT
A FE R
AIL
WA
Y
TR
ANSP
ORT
ATI
ON C
OMP
AN
Y
SO
UT
HER
N P
ACIFIC
SO
UT
HE
RN
PA
CI
FI
C
TR
AN
SP
OR
TA
TI
ON
CO
MP
AN
Y
Modena
ROSENBERG CI
TY LI
MITS
Coon
Creek
Seabourne
Creek
SO
UT
HE
RN
PA
CI
FI
C
CIT
Y LI
MIT
PLE
AK
CIT
Y LI
MIT
BigC
reek
P
P
PBayou
LI
MITCIT
Y
36
SPUR 10
STUDY AREA
2218
VICINITY MAP
N.T.S.
SO
UT
HER
N
PACIFIC
CemeteryRosenberg
CemeteryGethsemane
West Park
Memorial
Greenlawn
CemeteryCottonwood
CemeteryJones
Dry
Creek
52990A
2977
59 2977
762
Ceslinger
Friedens
Concord
ProspectNew
360
1236
442
2977
Creek
361
ROSENBERG
ROSENBERG
NEEDVILLE
PLEAK
FAIRCHILDS
GUY
PLE
AK CIT
Y LI
MIT
NEE
DVILLE CIT
Y LI
MIT
Buffalo
Creek
Cedar Creek
Buffalo
Creek
Big Creek
Deer Cre
ek
Cottonwood Creek
Fairchilds Creek
Fair
chil
ds Cre
ek
Mound
Creek
HARTLE
DGE (
GER
KE
N R
D.)
FORT BE
ND C
OU
NT
Y
59
ATC
HIS
ON, T
OPE
KA
AN
D S
ANT
A FE R
AIL
WA
Y
TR
ANSP
ORT
ATI
ON C
OMP
AN
Y
SO
UT
HER
N P
ACIFIC
SO
UT
HE
RN
PA
CI
FI
C
TR
AN
SP
OR
TA
TI
ON
CO
MP
AN
Y
Modena
ROSENBERG CI
TY LI
MITS
Coon
Creek
Seabourne
Creek
SO
UT
HE
RN
PA
CI
FI
C
CIT
Y LI
MIT
PLE
AK
CIT
Y LI
MIT
BigC
reek
P
P
PBayou
LI
MITCIT
Y
36
SPUR 10
STUDY AREA
2218
VICINITY MAP
N.T.S.
ENGINEERS, INC.
CIVIL ENGINEERS & SURVEYORS
HOUSTON, TEXAS
C 2003Texas
Department
of Transportation
STATE HIGHWAY 36
$USER$
SCHEMATIC LAYOUT
ENGINEERS, INC.
CIVIL ENGINEERS & SURVEYORS
HOUSTON, TEXAS
LEGEND
C 2003Texas
Department
of Transportation
STATE HIGHWAY 36
SCHEMATIC LAYOUT
EXISTING TELEPHONE MANHOLE
SHELTER
EXISTING TELEPHONE EQUIPMENT ROOM OR
EXISTING CASING
PROPOSED CASING
PRIVATE WATER WELL
EXISTING TELEPHONE COPPER CABLE
EXISTING WATERLINE
EXISTING GAS UTILITY OR GAS PIPELINE
EXISTING TELEPHONE PULL BOX
W
(UNLESS NOTED OTHERWISE)
EXISTING PVC CONTAINING TELEPHONE LINES
EASEMENT
UTILITY LEGEND
PROP. PGL
EXIST. PGL
~~
PROFILE LEGEND
EXISTING GROUND
EXISTING R.O.W. LT
EXISTING R.O.W. RT
Texas
Department
of Transportation
COUNTY
SCHEMATIC LAYOUT
HOUSTON DISTRICT
FORT BEND
ORIGINAL APPROVED: - -
DATE: - -
REVISED: - -
REVISION(S) APPROVED: - -
SPEED IS 40 MPH
SECTION DESIGN
URBAN CURB & GUTTER
SPEED IS 70 MPH
RURAL ARTERIAL DESIGN
EXISTING TELEPHONE MANHOLE
SHELTER
EXISTING TELEPHONE EQUIPMENT ROOM OR
EXISTING CASING
PROPOSED CASING
PRIVATE WATER WELL
EXISTING TELEPHONE COPPER CABLE
EXISTING WATERLINE
EXISTING GAS UTILITY OR GAS PIPELINE
EXISTING TELEPHONE PULL BOX
W
(UNLESS NOTED OTHERWISE)
EXISTING PVC CONTAINING TELEPHONE LINES
EASEMENT
UTILITY LEGEND
PROP. PGL
EXIST. PGL
~~
PROFILE LEGEND
EXISTING GROUND
EXISTING R.O.W. LT
EXISTING R.O.W. RT
Texas
Department
of Transportation
COUNTY
SCHEMATIC LAYOUT
HOUSTON DISTRICT
FORT BEND
SH36
ORIGINAL APPROVED: - -
DATE: - -
REVISED: - -
REVISION(S) APPROVED: - -
SPEED IS 40 MPH
SECTION DESIGN
URBAN CURB & GUTTER
SPEED IS 70 MPH
RURAL ARTERIAL DESIGN
FROM: FM 2218
TO: FORT BEND COUNTY LINE
SCALE:0 100 200 300 400
LEGEND
SCALE:0 100 200 300 400
MAIN LANES
FRONTAGE ROADS AND RAMPS
TURNAROUNDS
EXISTING RDWY TO BE REMOVED
EXISTING RDWY TO REMAIN
EMBANKMENT
CONTROL OF ACCESS
PROP ROW
EXISTING ROW
000000
0L
0L
BLACK
BLACK
BLACK
BLACK
BLACK
BLACK
GREEN
GREEN
BLUE
BLUE
BLUE
RED
RED
RED
BLUE
RED
ORANGE
ORANGE
TURQUOISE
BROWN
PURPLE
BLACK
LINE WT COLOR CODESYMBOLOGY
5 LT GREEN
ACCESS ROAD
PLANIMETRIC
PROPOSED LANE DIRECTIONAL INDICATOR
EXISTING LANE DIRECTIONAL INDICATOR
DIRECT CONNECTOR
DEPRESSED
FUTURE
RETAINING WALL
STRIPING
OVERHEAD EXPRESSWAY LANES
TEMPORARY CONNECTIONS
5
5
10
9
7
0
6
1
1
3
2
4
0
0
0
0
3
3
2
1
1
0
3
3
3
3
1
1
1
1
0
0
0
0
0
0
0
2
2
6
6
65
7
37
197RDWY. UNDER CONSTRUCTION
TRAFFIC COUNT YEAR (2021) DHV
PURPLE1010
HIGH OCCUPANCY VEHICLE
203RECOMMENDED NOISE ABATEMENT WALL
PLAN LEGEND
MAIN LANES
FRONTAGE ROADS AND RAMPS
TURNAROUNDS
EXISTING RDWY TO BE REMOVED
EXISTING RDWY TO REMAIN
EMBANKMENT
CONTROL OF ACCESS
PROP ROW
EXISTING ROW
000000
0L
0L
BLACK
BLACK
BLACK
BLACK
BLACK
BLACK
GREEN
GREEN
BLUE
BLUE
BLUE
RED
RED
RED
BLUE
RED
ORANGE
ORANGE
TURQUOISE
BROWN
PURPLE
BLACK
LINE WT COLOR CODESYMBOLOGY
5 LT GREEN
ACCESS ROAD
PLANIMETRIC
PROPOSED LANE DIRECTIONAL INDICATOR
EXISTING LANE DIRECTIONAL INDICATOR
DIRECT CONNECTOR
DEPRESSED
FUTURE
RETAINING WALL
STRIPING
OVERHEAD EXPRESSWAY LANES
TEMPORARY CONNECTIONS
5
5
10
9
7
0
6
1
1
3
2
4
0
0
0
0
3
3
2
1
1
0
3
3
3
3
1
1
1
1
0
0
0
0
0
0
0
2
2
6
6
65
7
37
197RDWY. UNDER CONSTRUCTION
TRAFFIC COUNT YEAR (2021) DHV
PURPLE1010
HIGH OCCUPANCY VEHICLE
203RECOMMENDED NOISE ABATEMENT WALL
PLAN LEGEND
NB PROFILE
100 YEAR WATER SURFACE ELEVATION100 YEAR WATER SURFACE ELEVATION
GAS GAS
W W
T T
OH OH
GAS GAS
W W
T T
OH OH
FI
LE
NO.:
CSJ
NO.:
TO:
FR
OM:
DE
SC
RI
PTI
ON:
HI
GH
WA
Y:
AP
PR
OV
AL
DA
TE:
RE
VI
SI
ON
DA
TE:
DA
TE:
SH 36
FM 2218
FO
RT
BE
ND
CO
UN
TY
LI
NE
0187-05-048,
ET
C.
SH36
FROM: FM 2218
TO: FORT BEND COUNTY LINE
FI
LE
NO.:
CSJ
NO.:
TO:
FR
OM:
DE
SC
RI
PTI
ON:
HI
GH
WA
Y:
AP
PR
OV
AL
DA
TE:
RE
VI
SI
ON
DA
TE:
DA
TE:
SH 36
FM 2218
FO
RT
BE
ND
CO
UN
TY
LI
NE
0187-05-048,
ET
C.
SB PROFILE
BRAZORIA COUNTY
FORT BEND C
OUNTY
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
2
1
2
1
2
1
2
1
2
1
2
TL
1
2
1
2
1
2
1
2
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
S
GA
SG
AS
GA
SG
AS
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHOHOHOHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH O
H
OH
OH
OH
OH
OH
OH
OH
OH
OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH OH
T T T T T T T T T T T T T TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T TT
T
T
T
T
T
T
T
TT
TT
T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T
TT
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
H-87
22.202
1-1-4
PP
H-88
22.211
TFP
TFP
LP
1-1-5
PP
TFP
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
10’
SHLDR
2-12’
LANES
10’
SHLDR
2-12’
LANES MEDIAN
16’
PROPOSED DITCH
PR
OP.
R.
O.
W.
SCALE: 1"=20’
SHLDR SHLDR
10’10’ 2-12’
LANES
PROPOSED FLUSH MEDIAN SECTION
EXISTING TYPICAL SECTION
LC EXISTING
LC PROP.
PROPOSED DITCH
EXI
ST.
R.
O.
W.
150’ RIGHT-OF-WAY
50’ PROP. RIGHT-OF-WAY 100’ EXIST. RIGHT-OF-WAY
33’ USUAL 33’ USUAL
28’ USUAL28’ USUAL
PROP. PGL
3:1
MA
X
4:1
MA
X
6:1
US
UAL
4:1
MA
X
6:1
US
UAL
3:1
MA
X
S 48° 11’ 03.25" E
PI STATION = 785+33.76
DELTA = 1° 57’ 52.54" (LT)
DEGREE OF CURVE = 0° 29’ 59.87"
TANGENT = 196.49
LENGTH = 392.95
RADIUS = 11,460.00
PC STATION = 783+37.27
PT STATION = 787+30.22
S 50° 08’ 55.79" E
PI STATION = 799+92.20
DELTA = 1° 57’ 52.54" (RT)
DEGREE OF CURVE = 0° 29’ 59.87"
TANGENT = 196.49
LENGTH = 392.95
RADIUS = 11,460.00
PC STATION = 797+95.70
PT STATION = 801+88.65
S 48° 11’ 03.25" E
PI STATION = 837+78.05
DELTA = 2° 08’ 03.41" (RT)
DEGREE OF CURVE = 0° 31’ 58.74"
TANGENT = 200.24
LENGTH = 400.44
RADIUS = 10,750.00
PC STATION = 835+77.81
PT STATION = 839+78.25
S 46° 02’ 59.84" E
PI STATION = 843+15.03
DELTA = 2° 08’ 03.42" (LT)
DEGREE OF CURVE = 0° 31’ 58.74"
TANGENT = 200.24
LENGTH = 400.44
RADIUS = 10,750.00
PC STATION = 841+14.79
PT STATION = 845+15.23
S 48° 11’ 03.26" E
PI STATION = 868+61.66
DELTA = 2° 35’ 12.60" (LT)
DEGREE OF CURVE = 0° 31’ 58.74"
TANGENT = 242.72
LENGTH = 485.35
RADIUS = 10,750.00
PC STATION = 866+18.95
PT STATION = 871+04.29
S 50° 46’ 15.87" E
PI STATION = 885+23.30
DELTA = 2° 35’ 12.62" (RT)
DEGREE OF CURVE = 0° 29’ 59.87"
TANGENT = 258.75
LENGTH = 517.41
RADIUS = 11,460.00
PC STATION = 882+64.56
PT STATION = 887+81.96
S 48° 11’ 03.25" E
PI STATION = 976+64.28
DELTA = 19° 08’ 49.71" (RT)
DEGREE OF CURVE = 0° 59’ 16.29"
TANGENT = 978.24
LENGTH = 1,938.25
RADIUS = 5,800.00
PC STATION = 966+86.04
PT STATION = 986+24.29
S 29° 02’ 13.54" E
750+00 755+00 760+00 765+00 770+00 775+00 780+00
PC 783
+37.27
785+00
PT 787
+30.22
790+00795+00 P
C 797
+95.70
800+00
PT 801
+88.65
805+00 810+00 815+00 820+00 825+00 830+00 835+00
PC 835
+77.81
PT 839
+78.25
840+00
PC 841
+14.79
845+00
PT 845
+15.23
850+00 855+00 860+00 865+00
PC 866
+18.95
870+00
PT 871
+04.29
875+00
880+00 PC 882
+64.56
885+00
PT 887
+81.96
890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00
PC 966
+86.04
970+00
975+00
980+00
985+00
PT 986
+24.29
990+00
PO
T 992
+43.50
STA = 790+00.00
EL = 82.17’
(-)0.1347 %
STA = 774+60.64
EL = 84.24’
(+)0.0015 % (-)0.1347 %
STA = 792+50.00
EL = 82.17’
(+)0.0000 %
STA = 795+00.00
EL = 81.33’
(-)0.3347 % (-)0.6127 %
STA = 800+00.00
EL = 78.27’
(-)0.6127 % (+)0.0000 %
L = 210.00’
K = 343
ex = 0.16’
STA = 830+00.00
EL = 78.27’
(+)0.0000 % (-)0.2157 %
STA = 842+70.00
EL = 75.53’
(-)0.2157 % (+)0.0000 %
STA = 884+15.00
EL = 75.53’
(+)0.0000 % (-)0.1044 %
STA = 901+10.00
EL = 73.76’
(-)0.1044 % (-)0.2283 %
STA = 911+83.11
EL = 71.31’
(-)0.2283 % (-)0.0285 %
STA = 920+00.00
EL = 71.08’
(-)0.0285 % (+)0.0000 %
STA = 975+00.00
EL = 71.08’
(+)0.0000 % (+)0.1380 %
STA = 985+00.00
EL = 72.46’
(+)0.1380 % (+)0.2800 %
STA = 990+00.00
EL = 73.86’
(+)0.2800 % (+)0.6840 %
STA = 774+60.64
EL = 84.24’
(+)0.0015 % (-)0.1347 %
STA = 792+50.00
EL = 82.17’
(+)0.0000 %
STA = 795+00.00
EL = 81.33’
(-)0.3347 % (-)0.6127 %
STA = 800+00.00
EL = 78.27’
(-)0.6127 % (+)0.0000 %
L = 210.00’
K = 343
ex = 0.16’
STA = 830+00.00
EL = 78.27’
(+)0.0000 % (-)0.2157 %
STA = 842+70.00
EL = 75.53’
(-)0.2157 % (+)0.0000 %
STA = 884+15.00
EL = 75.53’
(+)0.0000 % (-)0.1044 %
STA = 901+10.00
EL = 73.76’
(-)0.1044 % (-)0.2283 %
STA = 911+83.11
EL = 71.31’
(-)0.2283 % (-)0.0285 %
STA = 920+00.00
EL = 71.08’
(-)0.0285 % (+)0.0000 %
STA = 975+00.00
EL = 71.08’
(+)0.0000 % (+)0.1380 %
STA = 985+00.00
EL = 72.46’
(+)0.1380 % (+)0.2800 %
STA = 990+00.00
EL = 73.86’
(+)0.2800 % (+)0.6840 %
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
SCALE: 1"=20’
SHLDR SHLDR
10’10’ 2-12’
LANES
PROPOSED FLUSH MEDIAN SECTION
EXISTING TYPICAL SECTION
LC EXISTING
10’
SHLDR
2-12’
LANES
10’
SHLDR
2-12’
LANES MEDIAN
16’
PROPOSED DITCH
PR
OP.
R.
O.
W.
LC PROP.
PROPOSED DITCH
EXI
ST.
R.
O.
W.
150’ RIGHT-OF-WAY
50’ PROP. RIGHT-OF-WAY100’ EXIST. RIGHT-OF-WAY
33’ USUAL 33’ USUAL
28’ USUAL 28’ USUAL
4:1
MA
X
6:1
US
UAL
4:1
MA
X
6:1
US
UAL
3:1
MA
X
3:1
MA
X
PROP. PGL
100’ RIGHT-OF-WAY
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
SHLDR SHLDR
10’10’ 2-12’
LANES
EXISTING TYPICAL SECTION
LC EXISTING
28’ USUAL 28’ USUAL