Sign
Billboard
Gate
Sign
Gate
Sign
SignSign
Sign
Sign
Sign
Gate
Gate
Billboard
Culvert
Gate
Gate
Sign
Sign
S
T
L
S
T
L
LP
SS
LP
TFP
TFP
LP
LP
LP
S
S
TFP
1-19
Sign
LP
S
LP
LP
TFP/
LP
MH
LP
M
H
S
LP
SSign
LP
LP
S
S
S
S
TFP
LP
S
S
LP
M
H
LP
S
M
H
F
H
FP
LP
LP
Sign
F
H
Sign
S
TFP
S
S
M
H
S
S
LP
Sign
1-18
S
PP
M
H
MH
S
PP
1-17
LP
LP
S
LP
M
H
S
SS
LP
LP
S
S
SS
T
L
TFP
S
S
M
H
LP
PP
T
L
S SS
T
L
LP
LP
LP
S
LP
LP
T
L
S S
S
S
Sign
LP
S
LP
LP
S
LP
LP
Sign
LP
S
Sign
Sign
S
S
LP
S
LP
S
LP
Sign
TFP
LP
LP
LP
S
PP
Sign LP
TFP
S
S
TFP/
LP
S
S
S
F
H
S
LP
M
H
Sign
LP
S
Sign
1-22
S
LP
M
H
Sign
LP
S
LP
SS
PP
1-20
S
SS
S
S
M
H
MH
S
Sign
S
F
H LP
T
L
LP
LP
T
L
TL S
S
S
SS
S
LP
S
LP
S
S
S
S
S
S
TL
T
L
SS
FP
S
S
LP
F
H
S
S
M
H
LP
LP
LP
S
LP
T
L
T
L
LP
S
S
LP
LP
TFP
1-14
S
TFP
PP
LP
Sign
S
S
Sign
LP
LP
TFP
S
LP
LP
LP
T
L
S
F
H
LP
LP
PP
1-16
Sign
LP
LP
S
Sign
TFP
TFP
TFP
LP
LP
LP
LP
TFP
LP
LP
LP
Sign
LP
Sign
LP
L
P
T
T
T
W
PB
X
PB
X
T
EFH
EH
EHEH
EH
EH
E
EH
EH
EM
EEH
E
E
EHEH
WW
WW
EM
WMCO
WM
E
E
WW
WM
E
EH
E
EH
EH
EH
EH
EH
EH
EH
EM
F
WW
EM
EH
EH
E
WW
AT LIGHT POLE
ELECTRIC DEAD ENDS
NO TONE-LIGHT POLE
ATT-FIBER OPTIC DIP
SUDDENLINK-CTV DIP
AND ELECTRIC DIP
SUDDENLINK-CTV
CUT CABLES INSIDE
NO TONE-ATT PEDESTAL
NO TONE-LIGHT POLE
CABLE WAS CUT INSIDE PEDESTAL
TELEPHONE IS A DEAD CABLE
NO TONE-LIGHT POLE
AEP-ELECTRIC DIP
AEP-ELECTRIC DIP
ON SIGN POLE
ATT INTERFACE
LINE ENDS PER RECORDS
3" STEEL
ATT FIBER OPTIC
LOST TONE
4" STEEL
METER POLE
LIGHT POLE
NO TONE
ABANDONED
METER POLE
FIBER OPTIC DIP
ATT AND NTS
FULL OF WATER
WASTE WATER MANHOLE
ATT-FIBER OPTIC DIP
LIGHT POLE
NO TONE
ATMOS TEST STATIONTRAFFIC CONTROL BOX
NTS AND COX DIP
ELECTRIC DIP
ELECTRIC DIP
TRAFFIC METER POLE
METER POLETRAFFIC SIGNAL
NO TONE-LIGHT POLE
NO TONE-FIRE HYDRANT
PER RECORDS
LINE ENDS
PER RECORDS
LINE ENDS
6" AC WL
8" PVC WL
6" VC WW
6" VC WW
6" VC WW
6" AC WL
6" VC WW
8" AC WL
8" AC WL
PER RECORDSLINE ENDS
6" AC WL
ELECTRIC DIP
AEP6" AC WL
6" AC WL
6" VC WW
6" AC WL
6" AC WL
18" CC WL
18" CC WL
6" AC WL
6" VC WW
6" PVC WW
531
RW
PC
P
532
RW
PC
P
533
RW
PC
P
534
RW
PC
P
621
RW
PC
P
622
RW
PC
P
623
RW
PC
P
624
RW
PC
P
625
RW
PC
P
626
RW
PC
P
627
RW
PC
P628
RW
PC
P
502
RW
PC
P
503
RWP
CP
RAIL
RO
AD
AM
ARIL
LO
VIN
E
INDUSTRIAL
S 36TH
GATHRIGHT
QU
AIL
PHEASANT
FALCON
MABRAY
PA
MELA
HIGH COUNTRY
SU
NFLO
WE
R
DO
VEPLO
YE
R
LILY
DAISY
Park
Red Bud
CURRY
1.4
Camp Park
Vaughn
SA
GE
MO
RNIN
G-
HERITAGE
WINTER HAWK
WHITE WING
GREE
NSLOP
ESURREY
SQ
MA
RY
SUSAN
HELENA
STONECRESTRED OAK
ARLINGTON
OAK
HIA
LEA
H
BUTTON
BUTTON DERBY
CHERRY
BARK
HUNTERS
ARROWH
COBBLESTONE
LIN
E
RID
GE-
EAD
S 32ND
S 33RD
S 34TH
S 35TH
COOKE
MOORE
S 38TH
39THS
40THS
S 41ST
LAWRENCE
SA
LIN
AS
SH
EP
AR
D
BA
RR
OW
MA
RS
HA
LL
IVA
NH
OE LN
BUFF
ALO
GAP
VE
NT
UR
A
IVA
NH
OE
CARNATION
HONEYSUCKLE
MISTLETOE
REBECCAGILMER
DARRELL
WILL
OW
RIMROCK
CHIMNEY
ROCK
HU
NTERS
CIR 20
RID
GE
MO
NT
LO
U
PRIMROSE
CA
RRIE
AN
N
BR
UC
E
WESTCHESTER
SA
YLES
WILL
OW
TR
EA
DA
WA
Y
0.4
0.4
REX ALLEN
SH
ER
BR
OO
K
SN
AD
OW
S
LO
NG
DEE
RW
OO
D
RAIL
RO
AD
AM
ARIL
LO
VIN
E
INDUSTRIAL
S 36TH
GATHRIGHT
QU
AIL
PHEASANT
FALCON
MABRAY
PA
MELA
HIGH COUNTRY
SU
NFLO
WE
R
DO
VEPLO
YE
R
LILY
DAISY
Park
Red Bud
CURRY
1.4
Camp Park
Vaughn
SA
GE
MO
RNIN
G-
HERITAGE
WINTER HAWK
WHITE WING
GREE
NSLOP
ESURREY
SQ
MA
RY
SUSAN
HELENA
STONECRESTRED OAK
ARLINGTON
OAK
HIA
LEA
H
BUTTON
BUTTON DERBY
CHERRY
BARK
HUNTERS
ARROWH
COBBLESTONE
LIN
E
RID
GE-
EAD
S 32ND
S 33RD
S 34TH
S 35TH
COOKE
MOORE
S 38TH
39THS
40THS
S 41ST
LAWRENCE
SA
LIN
AS
SH
EP
AR
D
BA
RR
OW
MA
RS
HA
LL
IVA
NH
OE LN
BUFF
ALO
GAP
VE
NT
UR
A
IVA
NH
OE
CARNATION
HONEYSUCKLE
MISTLETOE
REBECCAGILMER
DARRELL
WILL
OW
RIMROCK
CHIMNEY
ROCK
HU
NTERS
CIR 20
RID
GE
MO
NT
LO
U
PRIMROSE
CA
RRIE
AN
N
BR
UC
E
WESTCHESTER
SA
YLES
WILL
OW
TR
EA
DA
WA
Y
0.4
0.4
REX ALLEN
SH
ER
BR
OO
K
SN
AD
OW
S
LO
NG
DEE
RW
OO
D
dgan
6:00:00
PM
9/18/2017
R
Texas D
epartm
ent of
Transportatio
n
ABILENE DISTRICT
TAYLOR COUNTY
PROJECT LOCATION
GENERAL NOTES
DA
TE:
CO
UN
TY:
TA
YL
OR
SEPT
EM
BE
R
20
17
TBPE REGISTRATION NO. F-006981
CIVIL ASSOCIATES, INC.
PREPARED BY:
LICENSE NO. 83200
NASER ABUSAAD, P.E., AICP
BIDDING OR PERMIT PURPOSES.
IT IS NOT INTENDED FOR CONSTRUCTION,
PRELIMINARY REVIEW SUBMITTAL.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
SEPTEMBER 18, 2017
Dallas, Texas 7
5243
9330 L
BJ Frw
y, Ste. 1150
TBP
E Fir
m R
egistration N
o. 6981
P:\2606.01_
Abilene
FM 89\
CA
DD\
DG
N\
SC
HE
M\
FM89_
SC
HM01_100.dgn
Exhibit_
Full
Size_
Aerial_
PD
F.pltcfg
DESIG
N
SC
HE
MA
TIC
FO
R
FM
89
SCALE IN FEET
0 100 20050
dgan
6:00:00
PM
9/18/2017
R
Texas D
epartm
ent of
Transportatio
n
Dallas, Texas 7
5243
9330 L
BJ Frw
y, Ste. 1150
TBP
E Fir
m R
egistration N
o. 6981
P:\2606.01_
Abilene
FM 89\
CA
DD\
DG
N\
SC
HE
M\
FM89_
SC
HM01_100.dgn
Exhibit_
Full
Size_
Aerial_
PD
F.pltcfg
0 1 MILE
ABILENE DISTRICT
TAYLOR COUNTY
PROJECT LOCATION
83
84
FARM
ROAD
89
84
FARM
ROAD
89
83
DESIG
N
SC
HE
MA
TIC
FO
R
FM
89
DA
TE:
CO
UN
TY:
TA
YL
OR
SEPT
EM
BE
R
20
17
0 1 MILE
INDEX OF ROLLS
ROLL 1
ROLL 2
BEGIN PROJECT TO STA 148+60
PLAN, PROFILE AND TYPICAL SECTIONS
STA 148+60 TO END PROJECT
PLAN, PROFILE AND TYPICAL SECTIONS
TBPE REGISTRATION NO. F-006981
CIVIL ASSOCIATES, INC.
PREPARED BY:
LICENSE NO. 83200
NASER ABUSAAD, P.E., AICP
SEPTEMBER 18, 2017
INDEX OF ROLLS
ROLL 1
ROLL 2
BEGIN PROJECT TO STA 148+60
PLAN, PROFILE AND TYPICAL SECTIONS
STA 148+60 TO END PROJECT
PLAN, PROFILE AND TYPICAL SECTIONS
1. EXISTING TOPOGRAPHY PROVIDED BY TxDOT, JANUARY 12, 2016.
AND SUBJECT TO VERIFICATION AND CHANGE.
3. EXISTING PARCEL BOUNDARIES SHOWN ARE APPROXIMATE
PROVIDED BY LINA T. RAMEY & ASSOCIATES, JUNE 9, 2016.
4. EXISTING RIGHT-OF-WAY SHOWN WERE OBTAINED FROM SURVEY
FLOWN ON 08-22-15 AND PROVIDED BY TxDOT, FEBRUARY 9, 2016.
2. AERIAL IMAGES SHOWN WERE OBTAINED FROM PHOTOGRAPHY
BY LINA T. RAMEY & ASSOCIATES, JUNE 29, 2016.
5. EXISTING UTILITIES SHOWN WERE OBTAINED FROM SUE SURVEY,
CSJ: 0699-01-052
STA 123+70.00
BEGIN PROJECT
CSJ: 0699-01-051
BEGIN PROJECT
STA 148+60.00
CSJ: 0699-0-052
END PROJECT
CSJ: 0699-01-051
STA 184+00.00
END PROJECT
CSJ: 0699-01-052
STA 123+70.00
BEGIN PROJECT
CSJ: 0699-01-051
BEGIN PROJECT
STA 148+60.00
CSJ: 0699-0-052
END PROJECT
CSJ: 0699-01-051
STA 184+00.00
END PROJECT
BIDDING OR PERMIT PURPOSES.
IT IS NOT INTENDED FOR CONSTRUCTION,
PRELIMINARY REVIEW SUBMITTAL.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OFTexas
Department
of Transportation
R
C 2017
All Rights Reserved
Transportation,
By Texas Department of
Texas
Department
of Transportation
R
C 2017
All Rights Reserved
Transportation,
By Texas Department of
PROPOSED DRAINAGE EASEMENT
TRAFFIC DATA
PERCENT TRUCKS OF DHV
K FACTOR
60-40
3.3
14.1
DIRECTIONAL DISTRIBUTION (%)
AVERAGE DAILY TRAFFIC - 2018(2038) 26,000(35,900)
DATED JUNE 10, 2016
APPROVED BY TxDOT TP&P DIVISION
YEAR 2038 PROJECTIONS
TRAFFIC VOLUMES BASED ON
TAYLOR COUNTY
ABILENE DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
CSJ: 0699-01-051
FUNCTIONAL CLASSIFICATION:
FM 89
TO: REBECCA LANE
FROM: NEAR CHIMNEY ROCK ROAD
DESIGN SPEED = 45 MPH
DESIGN SCHEMATIC
CSJ: 0699-01-052
FM 89
TO: US 83
FROM: REBECCA LANE
LENGTH OF PROJECT: 0.67 MILE
LENGTH OF PROJECT: 0.47 MILE
NET LENGTH OF PROJECT: 1.14 MILES
ARTERIAL
TO US 83
FROM REBECCA LANE
FM 89
TO REBECCA LANE
FROM CHIMNEY ROCK ROAD
FM 89
60-40
2.8
14.1
35,100(48,400)
TRAFFIC DATA
PERCENT TRUCKS OF DHV
K FACTOR
60-40
3.3
14.1
DIRECTIONAL DISTRIBUTION (%)
AVERAGE DAILY TRAFFIC - 2018(2038) 26,000(35,900)
DATED JUNE 10, 2016
APPROVED BY TxDOT TP&P DIVISION
YEAR 2038 PROJECTIONS
TRAFFIC VOLUMES BASED ON
TAYLOR COUNTY
ABILENE DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
CSJ: 0699-01-051
FUNCTIONAL CLASSIFICATION:
FM 89
TO: REBECCA LANE
FROM: NEAR CHIMNEY ROCK ROAD
DESIGN SPEED = 45 MPH
DESIGN SCHEMATIC
CSJ: 0699-01-052
FM 89
TO: US 83
FROM: REBECCA LANE
LENGTH OF PROJECT: 0.67 MILE
LENGTH OF PROJECT: 0.47 MILE
NET LENGTH OF PROJECT: 1.14 MILES
ARTERIAL
TO US 83
FROM REBECCA LANE
FM 89
TO REBECCA LANE
FROM CHIMNEY ROCK ROAD
FM 89
60-40
2.8
14.1
35,100(48,400)
LEGEND
PROPOSED PAVEMENT
PROPOSED DRIVEWAY
PROPOSED MEDIAN
PROPOSED SIDEWALK
IMPROVEMENT
PROPOSED CROSS STREET
EXISTING DRIVEWAY TO BE REMOVED
PARCEL BOUNDARY (APPROX.)
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED DRAINAGE EASEMENT
PROPOSED RETAINING WALL
(FLAT BOTTOM DITCH)
PROPOSED CENTERLINE
PROPOSED NOISE WALL
DISTRICT ENGINEER
CARL L. JOHNSON, P.E.
DISTRICT ENGINEER
CARL L. JOHNSON, P.E.
PROPOSED TRAFFIC SIGNAL
FINAL SCHEMATICFINAL SCHEMATIC
FM 89 [
ST
A 120
+66.82
US 83 [
ST
A 500
+86.00
FM 89 [
ST
A 123
+41.70
S
CL
AC
K
ST [
ST
A 501
+91.78
FM 89 [
ST
A 129
+63.27
RO
BE
RT
SO
N
DR
ST
A 10
+00.00
FM 89 [
ST
A 117
+98.17
[
ST
A 500
+05.02
IN
DU
ST
RI
AL
BL
VD
FM 89 [
ST
A 143
+23.40
[
ST
A 10
+00.00
AR
RO
WH
EA
D
DR
FM 89 [
ST
A 148
+60.00
[
ST
A 10
+00.00
RE
BE
CC
A
LN
EL. 1,785.90
MA
TC
H
EXI
STI
NG
PA
VE
ME
NT
[
FM 89
ST
A 123
+70.00
BE
GI
N
PR
OP
OS
ED
PR
OFI
LE
CSJ:0699-01-052
BE
GI
N
PR
OJ
EC
T
CSJ:0699-01-051
BE
GI
N
PR
OJ
EC
T
CSJ:0699-01-052
EN
D
PR
OJ
EC
T
[
FM 89
ST
A 148
+60.00
1,785.89
VPI STA = 126+00.00
EL = 1,786.70
(+)0.3534 % (-)0.3600 %
L = 100.00'
K = 140
ex = -0.09'
VPI STA = 127+00.00
EL = 1,786.34
(-)0.3600 % (+)0.3532 %
VPI STA = 141+70.00
EL = 1,791.53
(+)0.3532 % (-)0.3500 %
VPI STA = 144+50.00
EL = 1,790.55
(-)0.3500 % (+)0.3706 %
L = 100.00'
K = 139
ex = 0.09'
VPI STA = 147+00.00
EL = 1,791.48
(+)0.3706 % (+)0.3500 %
VP
C 125
+50.00
E
L.
= 1,786.52
VP
T 126
+50.00
E
L.
= 1,786.52
VP
C 144
+00.00
E
L.
= 1,790.73
VP
T 145
+00.00
E
L.
= 1,790.74
115+00 120+00 125+00 130+00 135+00 140+00 145+00
1,786.01
1,786.32
1,786.79
1,787.17
1,787.52
1,787.94
1,788.36
1,788.75
1,789.14
1,789.24
1,789.52
1,789.75
1,790.01
1,790.14
1,790.33
1,790.54
1,790.80
1,790.97
1,791.09
1,791.33
1,791.60
1,791.87
1,792.03
1,792.23
1,792.43
1,785.99
1,786.35
1,786.61
1,786.34
1,786.69
1,787.05
1,787.40
1,787.75
1,788.11
1,788.46
1,788.81
1,789.17
1,789.52
1,789.87
1,790.23
1,790.58
1,790.93
1,791.29
1,791.43
1,791.08
1,790.73
1,790.74
1,791.11
1,791.48
1,791.83
S
Danville
Dr
39
S th
St
84
83
Gilm
er
Ave
Arro
whead
Dr
Robertson
Dr
S
Cla
ck
St
40
S th
St
41
S st
St
FM 89
11700
16150
11800
16250
16050
11650
16050
11650
100
50200
50
100
50
200
150
150
200
11800
16250
12000
16550
16100
11700
16100
11700
450
300
300
450
41st S
TR
EE
T
40th S
TR
EE
T
100
50
150
100
450
300
150
100
150
100 4800
3500
800
1100
150
100
1200
850
3200
2300
150
100
5700
4100
US 8
3
500
400
100
200
3700
5100
5550
4050
6850
5000
US 8
3
1050
1450
1050
1450
10500
14450
23750
17250
1100
800
6050
8300
12700
17450
7850
5750
12450
9050
4450
3250
300
200
20000
14500
18850
13650
10450
14400
5150
7150
7050
9750
6050
8300
4400
350
23000
16700
FM 89
11700
16150
11800
16250
23100
16750
23100
16750
200
150
350
500
RO
BE
RTS
ON D
R
100
50
CU
TLIN
E
ES
AL
1100
800500
350
12950
17850
12950
17850
17650
12800
17650
12800
200
150
150
200
AR
RO
WH
EA
D D
R
100
50
200
150200
150
10500
13850
10500
13850
17850
12950
17950
13000
2950
4100
RE
BE
CC
A L
N
2950
4100
2900
4000
2950
4100
4000
2900
4000
2900
200
150
1100
800
18750
25750
FM 89
NOT USED
PO
T 123
+70.26
125+00
PC 125
+97.92
PT 128
+53.10
130+00
135+00
140+00
145+00 PC 146
+75.10
Source: http://propaccess.taylor-cad.org
(Database last updated: 3/1/2016)
PROPERTY OWNERSHIP TABLE
FM 89 - NORTHBOUND
OWNER ID NO.
PROPERTY OWNERSHIP TABLE
Source: http://propaccess.taylor-cad.org
(Database last updated: 3/1/2016)
OWNER ID NO.
FM 89 - SOUTHBOUND
12800 REEDER, MARK ALLEN & JANICE
12801 T & T OKLAHOMA LLC
12935 SNOWMASS ENERGY PARTNERS LTD
12938 BLOOMER, CHARLES R
12939 LINN, GARY G & LISA M
12942 RENT CITY PROPETIES LP
12945 LINN, GARY G & LISA M
17190 PARTIN, GEORGE T
18435 LINWOOD, LEE JR
18549 BARBEE, WELDON D & SUSAN
18665 KING, LEE W JR & KATHERINE R
20553 WILHELM, LOUIS J
22112 CAFFEY, B E
22241 DAVIS, JEAN
22371 RICHARDSON, JOE
58922 FLORENZA, JOSEPH A REV
61374 DAVIDSON, DOROTHY A
61511 ABERNATHY, JOHN F & JUDY G
64619 CARLETON, ROBERT L & LINDA C
64751 HALL, JAMES R & CAROLE
64873 MYRICK, WILLIAM BRYCE & RENNA K
65006 BORDE, BETTY L
65128 NEATHERLIN, GAYLON MC KELVEY
65247 GRAY, JOHN & ANITA
66532 HOOVER, DENISE
66652 MAXWELL, SHEILA D
66769 POLI, DOUGLAS A & JUDY A
67004 BUDIN, RACHEL R
67140 MARTINEZ, BRENDA L
73192 MARTINEZ, FRANCISCO C
73314 YATES, JOHN R & CAROL A
73448 LYONS, KENNETH F & JANICE FAYE
73579 ELLIS, RAY H III & KIMBERLY C
73711 HINES, KAREN & VICKI HURST ET AL
986463 WILSON, MINNIE M
996287 HENDRICK MEDICAL CENTER
12108 GFC LEASING
16300 BUFFALO GAP STREET PROPERTIES LLC
16548 AVILA, GABRIEL & SHERRY
17938 BUFFALO GAP STREET PROPERTIES LLC
18055 BUFFALO GAP STREET PROPERTIES LLC
18524 BUFFALO GAP STREET PROPERTIES LLC
31869 (NO OWNER LISTED)
34761 (NO OWNER LISTED)
39878 RIDGEMONT BAPTIST CHURCH
46848 BALLARD, DAVID & KAREN S
46963 ZAK, VIRGINIA
47588 OVERSTREET, TARA NICOLE
47590 ZOUTON LLC
47591 SCJ HOLDINGS A LLC
47714 REESE, JOHN
47715 MITCHELL DAN E
47716 STOVALL, STEVEN B & W JUANITA
61591 WHITWORTH, SAM & MONICA
63431 ROSTVOLD, STACY
63557 HALEY, MARILYN KAY KNOPP
66895 CALLAWAY, CAROL
67041 FIRST FINANCIAL BANK NA
67042 ABILENE GAP ASSOCIATES LLC
71537 MILL IRON J & CO LLC
72177 RAMON, OSCAR JR
75547 SKINNYS INC
76665 KENCOM INC
98268 MC LEOD, BARRY
111067 CITY OF ABILENE
976276 CALLAWAY, DONALD A III
981016 CHEVRON USA INC
2%
LANE
12'
66'
2%
GROUND
EXISTING
EXI
ST.
R.
O.
W.
VARIES (115' MIN. TO 133' MAX.)
[ FM 89
LANE
12'
LANE
14'
LANE
14' 14'
VARIES
SLOPE
VARIES
SLOPE EXI
ST.
R.
O.
W.
ROBERTSON DR TO BETTES LN
2%
LANE
12'
2%
GROUND
EXISTING
VARIES (115' MIN. TO 142' MAX.)
[ FM 89
LANE
12'
LANE
14' 14'
LANE
12'
LANE
13'
VARIES
SLOPE
LANE
0'-14'
77'- 91'
VARIES
SLOPE
US 83 TO ROBERTSON DR
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
PGL
4%4%
[ FM 89
GROUND
EXISTINGUSE LANE
SHARED
14' 17' F-F
LANE
11'
1'
VARIES
1'
2% 2%
VARIES
SDWK
6'
USE LANE
SHARED
14'
LANE
11'
1' 1'
2% 2%
8.5' 8.5'
GROUND
EXISTING
SDWK
6'
[ FM 89
2%
GROUND
EXISTING USE LANE
SHARED
14'
LANE
12'
5'
VARIES2'
2%2%
GROUND
EXISTING
USE LANE
SHARED
14'
LANE
12'
2'
TWLTL
14'
VARIES (120'-123')
PR
OP.
R.
O.
W.
SDWK
2%
SDWK
COUNTRYSIDE DR TO BETTES LN
5-LANE WITH TWO WAY LEFT TURN LANE
RAISED MEDIAN WITH 6-LANES + LEFT TURN BAY
US 83 TO REBECCA LN
LANE
11'
LANE
11'
PR
OP.
R.
O.
W.
[ FM 89
GROUND
EXISTING
EXI
ST.
R.
O.
W.
PR
OP.
R.
O.
W./
64.5' VARIES (60' MIN.-64.5' MAX.)
VARIES (124.5'MIN.-129'MAX.)
RAISED MEDIAN WITH 4-LANES + 2- LEFT TURN BAYS
REBECCA LN TO COUNTRYSIDE DR
2%PGL 4%
1' 2'1'
LANE
12'
2% 2%
LANE
12'
LANE
LEFT TURN
12'
LANE
LEFT TURN
11'
LANE
SHARED USE
14'
SDWK
5' 5'
2'VARIES
LANE
SHARED USE
14'6'
(SB FM 89)
37.5'
(NB FM 89)
49.5'
GROUND
EXISTINGVARIES
SLOPE
(NB FM 89) (SB FM 89)
(NB FM 89) (SB FM 89)
1'6'
DITCH
BOTTOM
[ FLAT
VARIES
VARIES
4'
VARIES
SLOPE
VARIES
SLOPEUSUAL
3:1
USUAL3:1
2%
SDWK
1'6'
DITCH
BOTTOM
[ FLAT
VARIES
VARIES
4'
USUAL
3:1
USUAL3:1
VARIES
SLOPE
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
60' MIN. (VARIES)61' MIN. (VARIES)
VARIES (115'MIN.-142'MAX.)
1
5'
EXI
ST.
R.
O.
W.
60' MIN. (VARIES) 60' MIN. (VARIES)
EXI
ST.
R.
O.
W.
RO
LL 1
OF
2
RO
LL 1
OF
2
1,800
1,790
1,780
1,770
1,760
1,750
1,740
1,800
1,790
1,780
1,770
1,760
1,750
1,740
1,800
1,790
1,780
1,770
1,760
1,750
1,740
1,800
1,790
1,780
1,770
1,760
1,750
1,740
EXISTING TYPICAL SECTIONS
Mc DONALD'S
MALL OF ABILENE CARE
HEALTH
INTERIM
SILVER'S
LONG JOHN
ANIMAL CLINIC
BUFFALO GAP RD
84
83
AT [ FM 89
PROFILE GRADE
PROPOSED
AT [ FM 89
GROUND
EXISTING
EXI
STI
NG
PR
OP
OS
ED
EXI
STI
NG
PR
OP
OS
ED
CURVE EXFM89-2
WATER
PURE
Industrial
Blv
d
[ FM 89 STA 123+70.00
CSJ:0699-01-052
BEGIN PROJECT
CURVE EXFM89-3
SUPERMARKET
UNITED
MARKET STREET
INC
& FRIES,
BURGERS
BE
GI
N
CSJ:0699-01-051
EN
D
CSJ:0699-01-052
MA
TC
H
LI
NE
ST
A 148
+60
TRAFFIC DIAGRAM
2018 ADT
2038 ADT
10000
10000
TxDOT,TP&P DIVISION,JUNE 10, 2016
SOURCE:
FROM US 83 (WINTERS FRWY) TO REBECCA LNFM 89 TRAFFIC PROJECTIONS
LEGEND
PROPOSED TYPICAL SECTIONS
1
TO SOUTH OF ARROWHEAD DR PENDING FURTHER REVIEW AND APPROVAL
PROPOSED 10-FT HIGH NOISE WALLS FROM NORTH OF ROBERTSON DR
Buffalo Gap Rd FARM
ROAD
89
FARM
ROAD
89
PI STATION = 115+57.58
DELTA
TANGENT = 32.27
LENGTH = 64.53
RADIUS = 3,819.72
PC STATION = 115+25.32
PT STATION = 115+89.85
CURVE EXFM89-1 CURVE EXFM89-2
PI STATION = 127+13.12
DELTA
TANGENT = 128.02
LENGTH = 255.17
RADIUS = 1,273.24
PC STATION = 125+85.11
PT STATION = 128+40.28
CURVE EXFM89-3
PI STATION = 149+64.07
DELTA
TANGENT = 295.29
LENGTH = 582.42
RADIUS = 1,432.39
PC STATION = 146+68.78
PT STATION = 152+51.20
HORIZONTAL ALIGNMENT CURVE DATA
MA
TC
H
LI
NE
ST
A 148
+60.00
61591
981226
33673
33678
117292
117291
7287866744
99326
55553
56335
43728
56200
7207772334
7233229542971850
29707
33900
43486
4337243253
431294301142872
4273142607
4249142373
42244
4212542001
41874
36115
35998971887
980804
24408
90634
9063343355
3516235158
31349
28085
24808
72208
56196
35841
125147
35840
55553
56063
981016111067
EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
EXIST. R.O.W.
PROP. R.O.W.
[ EXISTING FM 89
NOISE WALL
10-FT HIGH
PROPOSED
NOISE WALL
10-FT HIGH
PROPOSED
N
