designjet 5500 color rtl.plt, 200 scale, 16.7 x 121 ... 121 - roll 1 … · bowden bailey college...
TRANSCRIPT
MILLER RANDY
TREHLO INC
AMIN BATA & LUBA DANEMAN & SARAH AMMONS
FINK MARK K
RUSSELL GARY J
MELISSA LIBERTY II LP
MELISSA LIBERTY II LP
CITY
OF M
ELISSA
FIRST BAPTIST CHURCH OF MELISSA
MILLER CO
LEEN
CISNEROS VICENTE & MARIA
KEENAN VERA MAE
JUSTICE MIKE & DIANNA
YOUNGER WILLIAM C MO
RA
LES A
NTO
NIO
& O
RA
LIA
CRU
Z
CISNEROS MARIA G
CCH INVESTMENTS LP
BARTLETT EDWARD E
PHC SUNRISE PROPERTIES LP
C&H PROPERTIES LTD
FIRESTONE HARVEY
BRANTFERGER KENNETH
LYALL KIYO HIRANO
C &
H P
RO
PE
RT
IES
LT
D
WATTS MILNAR R
AR
AB
AL
KA
RIM
AR
CH
ER
VIV
A
CROSS NEOMA RUTH ETAL
DAWSON ELAINE M
JILES DAVID & JENNIFER &
WILLIAMS LAWRENCE P
CRASILNECK HAROLD B & SHERRY K-LE
DANIELS JOHN &TONYA LIVINGSTON
DANIELS
RUSSELLGARY J
BRANTFERGERKENNETH
SPRADLIN DIANE ETALTRUSTEE
NORTH COLLINWATER SUP CORP
AMIN BATA &LUBA DANEMAN
& SARAH AMMONS
AMIN BATA &LUBA DANEMAN
& SARAH AMMONS
AMIN BATA &LUBA DANEMAN &
SARAH AMMONS
C&H PROPERTIESLTD MASON RALPH L
TRUSTEE& GENE GUMFORY
CIT
Y O
F
ME
LIS
SA
HOENIGMAN RICHARD F& ROBERTA B
ROBASSUZANN
WRIGHT GRADY R & DICKSY M REV LT
Z B EAGLEPARTNERS
LTD
Z B EAGLEPARTNERS
LTD
CARD CHARLES& SANDRA G
MCCOMACKRICHARD JR
CARD CHARLES& SANDRA G
FURLONGMARJORIE
LANDERSMICHAEL
LYALLHIRANO
KIYO
FIRESTONEHARVEY S
SANDERSLARRY J
& VENETTA
DEVINE OTIS F& JUDY A
THEOGDONLIVINGTRUST
LYALLKIYO
HIRANO
LYALL KIYOHIRANO
MC
GU
IRE C
EM
CG
UIR
E C E
KHODABAKHSH EINOLLAH ETAL
RAG
ON
MA
RK
RAG
ON
MA
RK
MELISSA
ASSO
CIATES LLC
TALLEN
T KEN
NETH
TALLEN
T KEN
NETH
MED
CALF RO
NA
LD CH
ARLES ETA
L
TRU
ST B O
F THE B
MILLER
FAM
TR
MELISSA
DEV
ELOPM
ENT G
ROU
P LP
KAMDHENU INVESTM
ENTS
KAMDHENU INVESTM
ENTS
TRINA
TION
CREATIV
E INV
EST
BEWLEY
MA
RY H
MILLER TO
MM
Y LY
ND
E
MELISSA
CITY O
F CRAFT LIVING TRUST
MILLER BO
B FAM
ILY TRU
ST
MELISSA
CITY O
F
MELISSA
RETAIL LTD
AIRHART OLETA M
MILLER D
IAN
E MCV
EY, IN
DIV
JUST
ICE T
J
STACH
AR TH
EOD
ORE A
LLEN &
WA
LL RO
GER
C &
PATTY
L
DO
MIN
GU
EZ HIPO
LITO
SMITH
RU
BY
C ETA
L
BABEK
UH
L THO
MA
S JOH
N
GRA
HA
M JA
SON
COX
WILLIA
M C ETU
X
COX WILLIAM
P J ENTER
PRISES IN
C
NA
PPO C
AR
MEN
S
COSTO
N D
AV
ID &
KRISTIN
E
HO
WA
RD JERRY
D
HA
RTSELL PAU
LA J
EVA
NS JESSICA
MA
RIE
CRAFT LIV
ING
TRUST
BEWLEY
MA
RY H
AIRH
ART O
LETA M
MILLER JA
MES A
LLEN
JOH
NSO
N G
LEND
A JEA
N
LITTRELL DELO
RIS AN
N
LITTRELL DELO
RIS AN
N
MELISSA
RETAIL LTD
MO
ND
ON
D G
JR ETU
X
KAMDHENU
INV
ESTMEN
TS
TRINATIONCREATIVE INVEST
MELISSA LIBERTY II LP
FIRST N
ATIONAL
BANK OF T
RENTON
ROGERSGILBERT &
C&
H P
RO
PE
RT
IES
LT
D
BEN
TLEY
JON
ATH
AN
E E
TA
L
MELIS
SA
DEV
ELO
PM
EN
T G
RO
UP L
P
16"W
16"W16"W
8"W
1.5"W
8"W
2"W
8"W
2"W
6"W
8"W
8"W
6"S
6"S8"W
8"W
6"W
8"S
8"W 8"W 8"W
8"W
2"W
2"W2"W2"W
2"W
8"W
6"S
6"W6"W
8"W 8"W
4"W
16"W
8"W
8"W
6"W
6"W
6"W
6"W
8"S 8"W 8
"S8"W
SE
RV
ICE
(WA
TE
R)
SERVICE W
ATER
FT (HORIZONTAL) Texas Department of Transportation
R C 2011
MELISSA
ANNA
BLUE RIDGE
DESERT
LOCATION MAP
EA
ST
LIN
E R
D.
SH 1
21
BEGIN PROJECT
BEGIN CSJ: 0549-03-018
BEGIN STA: 67+54.08
FO
RK
TR
INIT
Y
RIV
ER
Thro
ckm
ort
on
Cre
ek
Highland
Cemetery
Melissa
Cemetery
COUNTRY
RID
GE
ME
AD
OW
CR
EE
K
BROOK
ME
LIS
SA
CIT
Y
LIM
IT
2.3
1.0
0.4
1.3
SO
UT
HE
RN
PA
CIF
IC
MELISSA
Fit
zhugh
Bra
nch
Pull
iam
Branch
Cle
mons
Cre
ek
Stiff
Creek
1.2
0.6
GREENWAY
GROVE VIEW
1.0
4.0
Brinlee
Bra
nch
Hurr
icane
Cre
ek
Thro
ckm
ort
on
Cre
ek
Sla
yte
r
Cre
ek
ANNA
CITY
LIMIT
ANNA
0.3
2ND
3RD
4TH
5TH
6TH
7TH
4.4
Pop 904
Pop 557
6.0
Coffman
2.0
Lair
6.5
4.5
4.3
1.5
ANNA
CITY
LIMIT
Branch
Hatler
3.2
Stony Point
Cemetery
Elm
Gro
ve
Cre
ek
Sister
Grove
Creek
2.0
1.5
1.1
1.3
2.3
2.0
WESTMINSTER
BLUE RIDGE
Elm Grove
Cemetery
HOUSTON
AUSTIN
BAILEY
BO
WD
EN
CO
LL
EG
E
GE
OR
GIA
PIC
CA
DIL
LY
BROADWAY
SOUTH
HIG
HT
Old
Grounds
0.9
Blue Ridge
Cemetery
0.5
0.3
2.2
0.9
7.6
Bra
nch
Harrin
gto
n
Lic
kB
ranch
Pilot
Gro
ve
Cre
ek
Pot
Rack
Cre
ek
Des
ert
Cre
ek
Cre
ek
Dese
rt
Dese
rtC
reek
Pilo
t
Gro
ve
Creek
Pilo
t
Gro
ve
Cre
ek
Creek
Red
Oak
Wolf
Run
Cr
Sis
ter
Gro
ve
Cre
ek
Sister
Gro
ve
Cre
ek
Coleman
WESTMINSTER
LIM
IT
WESTM
INSTER
CIT
Y
LIM
IT
WESTMINSTER CITY LIMIT
WESTMINSTER
CITY
LIM
IT
LAMMLYLE
BA
KE
R
CH
UR
CH
CO
UN
TY
LIN
ER
OA
D
VERONA
Pop 388
CHAMBLISSVALDASTA
Pop 521
FAYBURG
SNOW
HILL
0.4
2.1
1.2
1.4
1.2
5.3
CIT
Y
SCHOOL
DUNN
DAVIS
WHITE
CENTER
BRATCHER
JAMES
HEAD
ROBY
STEPP
PRICHARD
RIDGETOP
BRENDA
RIDGEWAY
India
n
Pot
Rack
Cre
ek
FROGNOT
Cle
mons
EA
ST
2.1
Stiff
Creek
6.9
Branch
Cem
Verona
Herrin
gto
n
Pilo
t
Gro
ve
Cre
ek
Rack
Lic
k
Bra
nch
VERONA
Cre
ek
0.8
Brinlee
D
B78
D
B78
ALTOGA
75
5
75
2933
2933
121
121
5
5
545
545
455 455
121
545
75
121
121
121
1377
455455
1827
545
545
78
78
78
78
981
981
1377
3133
2933
1827
1377
1827
2862
2862
C
SP
LIM
IT
CITY
MC KINNEY
MC KINNEY
CITY LIMIT
CITY
LIM
IT
SP
5
2862
Water
3.8
Cr
1.3
0.6
1.0
4.9
DESERT
5
1213133
Sweet
78
S.H.ADY-
RuS.H.
West
S.H.ady
Grove
160
78
545
5
2862
2862
5
9/3
0/2
011
L:\
110071\1
40-10336-000\p
rod\E
xhib
its\1
21 0
1_200.d
gn
bso
wels
7:4
4:0
8 A
M
0 200 300
100
GRAPHIC SCALE
(IN FEET)
20 30
HORZ
VERT
100
0 200 300
100 20 30
HORZ
VERT
100
9/ 3
0/ 2
011
L: \
110071\1
40-10336-000\p
rod\E
xhib
its\1
21 0
1_200. d
gn
bsow
el s
7:4
4:0
8 A
M
MELISSA
ANNA
BLUE RIDGE
DESERT
LOCATION MAP
EA
ST
LIN
E R
D.
SH 1
21
BEGIN PROJECT
BEGIN CSJ: 0549-03-018
BEGIN STA: 67+54.08
END PROJECT
END CSJ: 0549-03-021
END STA: 865+37.66
FO
RK
TR
INIT
Y
RIV
ER
Thro
ckm
ort
on
Cre
ek
Highland
Cemetery
Melissa
Cemetery
COUNTRY
RID
GE
ME
AD
OW
CR
EE
K
BROOK
ME
LIS
SA
CIT
Y
LIM
IT
2.3
1.0
0.4
1.3
SO
UT
HE
RN
PA
CIF
IC
MELISSA
Fit
zhugh
Bra
nch
Pull
iam
Branch
Cle
mons
Cre
ek
Stiff
Creek
1.2
0.6
GREENWAY
GROVE VIEW
1.0
4.0
Brinlee
Bra
nch
Hurr
icane
Cre
ek
Thro
ckm
ort
on
Cre
ek
Sla
yte
r
Cre
ek
ANNA
CITY
LIMIT
ANNA
0.3
2ND
3RD
4TH
5TH
6TH
7TH
4.4
Pop 904
Pop 557
6.0
Coffman
2.0
Lair
6.5
4.5
4.3
1.5
ANNA
CITY
LIMIT
Branch
Hatler
3.2
Stony Point
Cemetery
Elm
Gro
ve
Cre
ek
Sister
Grove
Creek
2.0
1.5
1.1
1.3
2.3
2.0
WESTMINSTER
BLUE RIDGE
Elm Grove
Cemetery
HOUSTON
AUSTIN
BAILEY
BO
WD
EN
CO
LL
EG
E
GE
OR
GIA
PIC
CA
DIL
LY
BROADWAY
SOUTH
HIG
HT
Old
Grounds
0.9
Blue Ridge
Cemetery
0.5
0.3
2.2
0.9
7.6
Bra
nch
Harrin
gto
n
Lic
kB
ranch
Pilot
Gro
ve
Cre
ek
Pot
Rack
Cre
ek
Des
ert
Cre
ek
Cre
ek
Dese
rt
Dese
rtC
reek
Pilo
t
Gro
ve
Creek
Pilo
t
Gro
ve
Cre
ek
Creek
Red
Oak
Wolf
Run
Cr
Sis
ter
Gro
ve
Cre
ek
Sister
Gro
ve
Cre
ek
Coleman
WESTMINSTER
LIM
IT
WESTM
INSTER
CIT
Y
LIM
IT
WESTMINSTER CITY LIMIT
WESTMINSTER
CITY
LIM
IT
LAMMLYLE
BA
KE
R
CH
UR
CH
CO
UN
TY
LIN
ER
OA
D
VERONA
Pop 388
CHAMBLISSVALDASTA
Pop 521
FAYBURG
SNOW
HILL
0.4
2.1
1.2
1.4
1.2
5.3
CIT
Y
SCHOOL
DUNN
DAVIS
WHITE
CENTER
BRATCHER
JAMES
HEAD
ROBY
STEPP
PRICHARD
RIDGETOP
BRENDA
RIDGEWAY
India
n
Pot
Rack
Cre
ek
FROGNOT
Cle
mons
EA
ST
2.1
Stiff
Creek
6.9
Branch
Cem
Verona
Herrin
gto
n
Pilo
t
Gro
ve
Cre
ek
Rack
Lic
k
Bra
nch
VERONA
Cre
ek
0.8
Brinlee
D
B78
D
B78
ALTOGA
75
5
75
2933
2933
121
121
5
5
545
545
455 455
121
545
75
121
121
121
1377
455455
1827
545
545
78
78
78
78
981
981
1377
3133
2933
1827
1377
1827
2862
2862
C
SP
LIM
IT
CITY
MC KINNEY
MC KINNEY
CITY LIMIT
CITY
LIM
IT
SP
5
2862
Water
3.8
Cr
1.3
0.6
1.0
4.9
DESERT
5
1213133
Sweet
78
S.H.ADY-
RuS.H.
West
S.H.ady
Grove
160
78
545
5
2862
2862
5
545
0 200 300
100
GRAPHIC SCALE
(IN FEET)
20 30
HORZ
VERT
100
CITY LIMIT
CROSS STREETS
BRIDGE
WATER UTILITY3"w
SH 121 PAVEMENT
LEGEND
RETAINING WALL
INDEX OF ROLLSINDEX OF ROLLS
SH 121 CL STA 540+00
END CSJ: 0549-03-018
BEGIN CSJ: 0549-03-021
SH 121 CL STA 540+00
END CSJ: 0549-03-018
BEGIN CSJ: 0549-03-021
ROLL DESCRIPTIONROLL DESCRIPTION
DRIVEWAYS
CITY LIMIT
CROSS STREETS
BRIDGE
WATER UTILITY3"w
SH 121 PAVEMENT
LEGEND
RETAINING WALL
DRIVEWAYS
NOTES:
1. MEDIAN OPENINGS ARE PRELIMINARY AND
SUBJECT TO CHANGE. FINAL MEDIAN OPENING
LOCATIONS TO BE DETERMINED DURING PS&E
AND IN COORDINATION WITH THE CITIES OF
MELISSA AND ANNA.
2. SOURCE OF TRAFFIC DATA:
TEXAS DEPARTMENT OF TRANSPORTATION
TRANSPORTATION, PROGRAMING AND PLANNING DIVISION
MARCH 27, 2007
3. ALL URBAN SECTIONS WILL HAVE CONCRETE CURB
AND GUTTER WITH BARRIER CURBS.
NOTES:
1. MEDIAN OPENINGS ARE PRELIMINARY AND
SUBJECT TO CHANGE. FINAL MEDIAN OPENING
LOCATIONS TO BE DETERMINED DURING PS&E
AND IN COORDINATION WITH THE CITIES OF
MELISSA AND ANNA.
2. SOURCE OF TRAFFIC DATA:
TEXAS DEPARTMENT OF TRANSPORTATION
TRANSPORTATION, PROGRAMING AND PLANNING DIVISION
MARCH 27, 2007
3. ALL URBAN SECTIONS WILL HAVE CONCRETE CURB
AND GUTTER WITH BARRIER CURBS.
Texas Department of Transportation
R C 2011
EXISTING R.O.W. (ACCESS BY PERMIT ONLY)
PROPERTY LINES
PROPOSED R.O.W. (ACCESS BY PERMIT ONLY
IN ACCORDANCE WITH TXDOT ACCESS CONTROL MANUAL)
SH 121 CL
OBLITERATE EXISTING
ROADWAY
EXISTING R.O.W. (ACCESS BY PERMIT ONLY)
PROPERTY LINES
PROPOSED R.O.W. (ACCESS BY PERMIT ONLY
IN ACCORDANCE WITH TXDOT ACCESS CONTROL MANUAL)
SH 121 CL
OBLITERATE EXISTING
ROADWAY
L:\...\RESOURCE\DesignJET 5500 Color RTL.PLT, 200 SCALE, 16.7 X 121, ROTATE 90 cw, STRIP-2
RASTER OPTIONS: QUALITY FACTOR=16.7, BRIGHTNESS=30, CONTRAST=-10
SAVE PLOT FILES UNDER "BATCH PLOT" FOLDER
XROLL of 11 XROLL of 11
These documents are not intended for Construction,
Bidding or Permit Purposes. They were prepared by,
or under the supervision of:
NANCY D. MITCHELL, P.E. 79762 09/22/11
PROJECT MANAGER PE# DATE
Lockwood, Andrews & Newnam, Inc.
T.B.P.E. Firm # 2614
DESIGN ROADWAYLIMITS FUNCTIONAL
CLASSIFICATION
ADT DESIGN
SPEEDFROM TO 2012 2032
SH 121 (SUBURBAN) ARTERIAL 18800 29400 45
SH 121 (RURAL) ARTERIAL 13500 21000 70
SH 121 RAMPS RAMP NA NA 35
FM 2933 AT SH 121 COLLECTOR 1000 1600 40
455 N AT SH 121 ARTERIAL 1550 2250 40
455 S AT SH 121 COLLECTOR 500 700 40
E. HOUSTON ST (FM 2862) AT SH 121 COLLECTOR 1700 2700 50
SH 160 AT SH 121 ARTERIAL 4100 6600 50
N. McDonald Street (SH 5 SOUTH) AT SH 121 ARTERIAL 7300 11,300 40
MC KINNEY ST (SH 5 NORTH) AT SH 121 ARTERIAL 6400 9900 40
DENTON ST (FM 545) AT SH 121 COLLECTOR 4200 6500 30
COUNTY ROADS
CR 418 AT SH 121 LOCAL 600 900 30
LANDFILL ENTRANCE AT SH 121 LOCAL NA NA 30
416 AT SH 121 LOCAL NA NA 30
419 AT SH 121 LOCAL 300 600 20 *
420 AT SH 121 LOCAL NA NA 20 *
475 AT SH 121 LOCAL 250 450 30
507(509) AT SH 121 LOCAL NA NA 20 *
424 / 513 AT SH 121 LOCAL NA NA 30
526 / 527 AT SH 121 LOCAL NA NA 20 *
528 / 581 AT SH 121 LOCAL NA NA 20 *
582 AT SH 121 LOCAL NA NA 20 *
936 AT SH 121 LOCAL NA NA 20 *
1002 AT SH 121 LOCAL NA NA 20 *
COUNTY LINE RD AT SH 121 LOCAL 250 250 20 *
EASTLINE RD AT SH 121 LOCAL 200 350 30
CITY STREETS
FANNIN RD AT SH 121 COLLECTOR NA NA 30
BARTLETT RD AT SH 121 LOCAL NA NA 30
CREEKSIDE RD AT SH 121 LOCAL NA NA 30
BERRY RD AT SH 121 LOCAL 2600 4000 30
EASTWOOD RD AT SH 121 LOCAL NA NA 30
LILLIAN DR AT SH 121 LOCAL NA NA 30
NUGENT ST AT SH 121 LOCAL NA NA 30
LIBERTY WAY AT SH 121 LOCAL 900 1400 30
REDWOOD BLVD AT SH 121 LOCAL NA NA 30
* = UNPAVED COUNTY ROAD * = UNPAVED COUNTY ROAD
DISPLACED STRUCTURE DISPLACED STRUCTURE
+ = FUTURE OUTER LOOP, BY OTHERS+ = FUTURE OUTER LOOP, BY OTHERS
Outer Loop +
Outer Loop +
Outer Loop +
END PROJECT
END CSJ: 0549-03-021
END STA: 865+37.66
STA 368+10.00
SH 5
STA 67+54.08
STA 368+10.00
STA 368+10.00
STA 865+37.66
CR 635
STA 865+37.66
CR 635
DESIGN ROADWAYLIMITS FUNCTIONAL
CLASSIFICATION
ADT DESIGN
SPEEDFROM TO 2012 2032
SH 121 (SUBURBAN) ARTERIAL 18800 29400 45
SH 121 (RURAL) ARTERIAL 13500 21000 70
SH 121 RAMPS RAMP NA NA 35
FM 2933 AT SH 121 COLLECTOR 1000 1600 40
455 N AT SH 121 ARTERIAL 1550 2250 40
455 S AT SH 121 COLLECTOR 500 700 40
E. HOUSTON ST (FM 2862) AT SH 121 COLLECTOR 1700 2700 50
SH 160 AT SH 121 ARTERIAL 4100 6600 50
N. McDonald Street (SH 5 SOUTH) AT SH 121 ARTERIAL 7300 11,300 40
MC KINNEY ST (SH 5 NORTH) AT SH 121 ARTERIAL 6400 9900 40
DENTON ST (FM 545) AT SH 121 COLLECTOR 4200 6500 30
COUNTY ROADS
CR 418 AT SH 121 LOCAL 600 900 30
LANDFILL ENTRANCE AT SH 121 LOCAL NA NA 30
416 AT SH 121 LOCAL NA NA 30
419 AT SH 121 LOCAL 300 600 20 *
420 AT SH 121 LOCAL NA NA 20 *
475 AT SH 121 LOCAL 250 450 30
507(509) AT SH 121 LOCAL NA NA 20 *
424 / 513 AT SH 121 LOCAL NA NA 30
526 / 527 AT SH 121 LOCAL NA NA 20 *
528 / 581 AT SH 121 LOCAL NA NA 20 *
582 AT SH 121 LOCAL NA NA 20 *
936 AT SH 121 LOCAL NA NA 20 *
1002 AT SH 121 LOCAL NA NA 20 *
COUNTY LINE RD AT SH 121 LOCAL 250 250 20 *
EASTLINE RD AT SH 121 LOCAL 200 350 30
CITY STREETS
FANNIN RD AT SH 121 COLLECTOR NA NA 30
BARTLETT RD AT SH 121 LOCAL NA NA 30
CREEKSIDE RD AT SH 121 LOCAL NA NA 30
BERRY RD AT SH 121 LOCAL 2600 4000 30
EASTWOOD RD AT SH 121 LOCAL NA NA 30
LILLIAN DR AT SH 121 LOCAL NA NA 30
NUGENT ST AT SH 121 LOCAL NA NA 30
LIBERTY WAY AT SH 121 LOCAL 900 1400 30
REDWOOD BLVD AT SH 121 LOCAL NA NA 30
Outer Loop +
Outer Loop +
Outer Loop +
STA 368+10.00
SH 5
STA 67+54.08
STA 368+10.00
STA 368+10.00
STA 865+37.66
CR 635
STA 865+37.66
CR 635
1 SH 121 STA 67+54.08 TO STA. 187+00
2 SH 121 STA 187+00 TO STA. 327+00
3 SH 121 STA 327+00 TO STA. 467+00
4 SH 121 STA 467+00 TO STA. 607+00
5 SH 121 STA 607+00 TO STA. 747+00
6 SH 121 STA 747+00 TO CR 635 (FANNIN COUNTY LINE)
7 SH 121 STA 747+00 TO FANNIN COUNTY LINE (TRANSITION)
8 SH 5 AND FANNIN ROAD
9 FM 455 AND CONNECTING RAMPS
10 FM 2862 AND CONNECTING RAMPS
11 SH 160 AND CONNECTING RAMPS
1 SH 121 STA 67+54.08 TO STA. 187+00
2 SH 121 STA 187+00 TO STA. 327+00
3 SH 121 STA 327+00 TO STA. 467+00
4 SH 121 STA 467+00 TO STA. 607+00
5 SH 121 STA 607+00 TO STA. 747+00
6 SH 121 STA 747+00 TO CR 635 (FANNIN COUNTY LINE)
7 SH 121 STA 747+00 TO FANNIN COUNTY LINE (TRANSITION)
8 SH 5 AND FANNIN ROAD
9 FM 455 AND CONNECTING RAMPS
10 FM 2862 AND CONNECTING RAMPS
11 SH 160 AND CONNECTING RAMPS
DALLAS DISTRICT
WILLIAM HALE, P.E. DISTRICT ENGINEER
SH 121
COLLIN COUNTY
DESIGN SCHEMATIC
SEPTEMBER 2011
FROM: SH 5 IN MELISSA TO: CR 635 (EAST LINE ROAD)
BRIDGE REPLACEMENT AND HIGHWAY RECONSTRUCTION
PROJECT LENGTH: 15.11 MILES (79784’)
BRIDGE: 0.30 MILES (1560’)
ROADWAY: 14.81 MILES (78224’)
CSJ: 0549-03-018 (SH 5 to FM 455)
CSJ: 0549-03-021 (FM 455 to CR 635/FANNIN COUNTY LINE)
DALLAS DISTRICT
WILLIAM HALE, P.E. DISTRICT ENGINEER
SH 121
COLLIN COUNTY
DESIGN SCHEMATIC
SEPTEMBER 2011
FROM: SH 5 IN MELISSA TO: CR 635 (EAST LINE ROAD)
BRIDGE REPLACEMENT AND HIGHWAY RECONSTRUCTION
PROJECT LENGTH: 15.11 MILES (79784’)
BRIDGE: 0.30 MILES (1560’)
ROADWAY: 14.81 MILES (78224’)
CSJ: 0549-03-018 (SH 5 to FM 455)
CSJ: 0549-03-021 (FM 455 to CR 635/FANNIN COUNTY LINE)CITY O
F MCK
INN
EY
CITY OF MELISSA
CITY OF MELISSA
UNINCORPORATED
CITY OF MELISSA
UNINCORPORATED
UN
INC
OR
POR
ATED
CIT
Y O
F M
ELIS
SA
CITY OF MELISSA
CITY OF MELISSA
UNINCORPORATED
CIT
Y O
F M
ELIS
SA
UNINCORPORATED
CITY
OF M
ELISSA
CIT
Y O
F M
EL
ISS
AC
ITY
OF
ME
LIS
SA
UN
INC
OR
PO
RA
TE
D
UN
INC
OR
PO
RA
TE
D
CIT
Y O
F M
EL
ISS
A
UN
INC
OR
PO
RA
TE
D
COLLINCOUNTY
CIT
Y O
FM
EL
ISS
A
UN
INC
OR
PO
RA
TE
D
UNINCORPORATED
CITY OF MCKINNEYUNINCORPORATED
CITY
OF M
ELISSAEXIST. ROW
EXIST. ROW
EXIST. ROW
EXIST. ROW
EXIST. ROW
PROP. ROW PROP. ROW
PRO
P. R
OW
PROP. ROW
PRO
P. RO
W
PROP. ROW
PRO
P. RO
W
PROP. ROW
R 3
5’
R 4
0’
R 1
00’
R 1
00’
BE
GIN
RE
TA
ININ
G W
AL
L
\ S
H 1
21 S
TA
118+
65.0
8 1
17.5
3’
RT
BE
GIN
RE
TA
ININ
G W
AL
L
\ S
H 1
21 S
TA
118+
65.0
8 1
17.5
3’
RT
BE
GIN
RE
TA
ININ
G W
AL
L
\ S
H 1
21 S
TA
118+
65.0
8 1
17.5
3’
RT
EN
D R
ET
AIN
ING
WA
LL
\ S
H 1
21 S
TA
123+
27.6
9 6
3.6
0’
RT
BE
GIN
RE
TA
ININ
G W
AL
L
\ S
H 1
21 S
TA
124+
78.1
9 7
0.9
8’
RT
EN
D R
ET
AIN
ING
WA
LL
\ S
H 1
21 S
TA
127+
23.3
3 1
45.6
3’
RT
44’
R=
700’
300’
TAPER
70’
345’
LT &
RT T
UR
N L
AN
ES
100’
TAPER
345’
TURN LANE
295’
TAPER
510’TAPER
210’
LT &
RT T
UR
N L
AN
ES
28’
28’
40’
40’
52’
52’
28’
28’
22’
40’
22’
28
’
28’
28’
28’
28’
12’
12’
EX
IST
RO
W V
AR
IES
40’40’
40’
40’
40’
EX
IST
RO
W V
AR
IES
40’
40’
100’
TAPER
150’
TAPER
600’
TURN LANE
100’
TAPER
345’
TURN LANE
345’
TURN LANE
100’
TAPER
345’
TURN LANE
100’
TAPER
100’
TAPER
345’
TURN LANE
345’
TURN LANE
100’
TAPER
100’
TAPER
519’
TURN LANE
390’
TURN LANE
100’
TAPER
100’
TAPER
PR
OP
RO
W V
AR
IES
225’
- 330’
PR
OP
RO
W V
AR
IES
300’
- 330’
PR
OP
RO
W V
AR
IES
155’
- 225’
35’
70’
10’
52’
52’
52’
80’
52’
80’
28’28’
28’
40’
28’
21’29’
24’
28’
28’
R 30’
R 30’
R 4
00’
R 35’
64’
24’
160’
SHIFT TAPER
100’TAPER
175’TURN LANE
175’TURN LANE
100’TAPER
160’
SHIFT TAPER
64’
24’
120’
175’
60’
33
0’
120’
30’
23’
10’
18’
20’
20’
20’
20’
20’
20’
20’
20’
R 35’
R 4
00’
R 3
00’ R 50’
R 3
00’
R 100’
R 7
5’
R 75’
R 40’
R 7
5’
50’
TA
PER
30’
780’
TURN LANE
30’
R 180’
R 1
80’
30’R 50’
30’30’
30’
440’
TURN LANE
60+00
65+00
70+00
75+00
80+00
PT
81+
67.9
2
85+0090+00
PC
90+
61.4
1
95+00
PT
98+
30.0
0
100+00
PC
104+
03.3
0
105+00 PT
109+
07.3
8
110+00
115+00
PC
119+
80.7
0
120+00
PT
122+
91.4
7
125+00 130+00
PC
13
4+
11
.54
135+00
PT
137+
58.9
0
PC
139+
87.6
3
140+00
PT
143+
34.9
9
145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00
N 51%%d 39’ 57.71" E
N 44%%d 19’ 35.80" E
N 50%%d 06’ 10.83" E
N 53%%d 39’ 50.76" EN 57%%d 38’ 40.43" E
N 53%%d 39’ 50.76" E
N 53%%d 39’ 50.76" E
N 51%%d 46’ 01.44" E
N 58%%d 36’ 29.24" E
N 35%%d 09’ 51.93" E
N 53%%d 39’ 50.76" E
PC
3067+
14.2
3
3070+00
3075+00
3080+00
PT
3081+
28.7
0
PC
3083+
55.7
7
3085+00
PT
3087+
77.0
1
3090+00
PC
3094+
86.8
3
3095+003100+00
3105+00
PC
C 3
109+
72.0
0
3110+00
PT
3110+
58.8
6
PC
3112+
39.4
5
3115+00
3120+00
PT
31
22
+1
7.1
3
3125+00 3130+00
PI 3
130+
00.0
0
N 43%%d 30’ 22.89" E
N 74%%d 41’ 40.50" E
N 3
%%
d 3
6’ 1
0.5
5" E
PO
T 5
+00.0
0
5+00
PC
8+
63.4
7
10+00
PT
12+
44.5
0
15+00 PC
15+
79.0
0
20+00
PT 2
4+51.2
8 25+00
PC
91+
46.1
4
95+00
100+00
105+00
110+00
PT
110+54.8
5
115+00
N 25%%
d 37’ 27.59" E
N 25%%
d 37’ 27.59" E
PC
7+54.3
6
10+
00
15+00
PT
19+99.8
9
20+00
25+00
PO
T 2
9+88.8
8
POT 5+89.24
10+00
PI 1
0+46.0
6
POT 13+92.13
N 0
%%
d 4
7’ 36.4
9"
W N 2
%%
d 2
8’ 42.8
6"
E
N 51%%d 01’ 46.07" E
N 53%%d 39’ 50.76" E
S 4
%%
d 4
1’ 4
1.7
5" W
PC 5
+00.0
0
5+00
PRC 6
+42.8
4
PR
C 7
+33.1
7
PT 8
+32.0
7
10+00
N 56%%d 26’ 31.96" E
N 43%%d 50’ 42.45" E
N 67%%d 45’ 46.16" E
N 53%%d 39’ 50.76" E
PC
2067+
16.1
3
2070+00
2075+00
PT
2078+
05.9
1
PC
2078+
40.1
4
2080+00
PT
2081+
22.6
1
PC
2082+
80.7
1
2085+00
2090+00
PC
2091+
46.1
5
2095+00
2100+00
PR
C 2
101+
50.6
8
2105+00
PT
2108+
51.1
8
2110+00
PC
2110+
96.5
1
PT
2113+
49.4
7
2115+00 2120+00 2125+00 2130+00
PI 2
13
0+
02
.15
PT 2085+31.49
N 0
%%
d 4
9’ 09.2
8"
W
PI
117+51.7
6
PI 9+
63.11
5+00
15+00
\ SH 121 STA 108+53.75 =
\ SB SH 5 STA 10+00.00
\ SH 121 STA 83+47.91 =
\ FANNIN RD STA 11+34.11
PO
T 6
+75.0
0
PC
7+99.4
2
PT 9+47.73
PC
C 9+
03.19
\ SH 121 STA 136+73.28 =
\ CREEKSIDE STA 10+00.00
N 48^51’0.46" E
PO
T 1
6+59.5
8
15+00
PO
T 1
+88.6
0
5+00
N 8
9%%
d 20’ 0
1.73"
W
\ SB SH 5 STA 20+26.20 =
\ CR 338 STA 10+00.00
PO
T 7
+00.0
0
PC 7
+37.4
6
PT 9+79.30
SB121P-1
NBPGL-1
NBPGL-2
CL121-1
SB121P-3SB121P-2
SB121P-4
CL121-2
NBPGL-3
SB121P-5
SB121P-6
NBPGL-4
CL121-3
CL121-4
NBPGL-5
CL121-5CL121-6
B
B
\ SH 121 STA 152+18.82 =
\ BERRY RD STA 10+00.00 =
\ CR339 STA 10+00.00
SIGNALIZED INTERSECTION
\ SH 121 STA 174+49.56 =
\ FM 545 STA 10+00.00
SIGNALIZED INTERSECTION
L NB SH 121 STA 3107+93.24 =
\ SH 5 SB STA 7+68.84
L SB SH 121 STA 2109+01.43 =
\ SB SH 5 STA 11+86.01
\ SH 121 STA 83+62.15 =
\ NB SH 5 STA 27+72.21
EXIST/PROP
1 - 7’ x 3’ SBC
TO BE EXTENDED
SH 121 STA. 113+67.81
EXIST/PROP
2 - 30" RCP
TO BE EXTENDED
SH 121 STA. 177+00.00
EXIST/PROP
1 - 24" RCP
TO BE EXTENDED
SH 121 STA. 172+72.73
EXIST/PROP
1 - 10’ x 8’ SBC
SH 121 STA. 140+20.35
EXIST/PROP
1-18" RCP
SH 121 STA. 74+75.03
EXIST/PROP
1 - 18" RCP
TO BE EXTENDED
SH 5 STA. 24+25.95
EXIST 18" RCP
TO BE REMOVED
EXIST/PROP
1 - 18" RCP
TO BE EXTENDED
NB SH 121 STA. 84+20.00
EXIST/PROP
1 - 18" RCP
TO BE EXTENDED
NB SH 121 STA. 3085+32.88
DA
RT
DA
RT
SH 5
BE
RR
Y R
D.
CR
339
EA
ST
WO
OD
RD
.
FM 545
FM 545
WA
SH
ING
TO
N D
R.
(FU
TU
RE
)
DA
VIS R
OA
D
SH
5
CR
EEKSID
E RD
.
SH 5 MCDONALD ROAD
FAN
NIN
RO
AD
DA
VIS R
OA
D
BARTLETT ROAD (PRIVATE)
PRIV
ATE R
OA
D
3:1 3
:1
DA
RT
RR
L
L
L
END BRIDGE
B STA. 2127+04.14
BEGIN BRIDGE
B STA. 2124+04.14
TRACK EL. @ SH 121
EXIST C = 657.66’
23.9
’ C
LE
AR
EXIST GRND @
SBPGL
EXIST GRND @
SBPGL
PROP SBPGL
PROP SBPGL
CL
SH
5 N
OR
TH
/SH
121 S
BP
GL
21
09
+0
1.4
3
STA = 2076+50.00
EL = 652.04’
L = 150.00’
K = 189
ex = 0.15’
STA = 2088+00.00
EL = 668.93’
L = 200.00’
K = 179
ex = -0.28’
STA = 2099+25.00
EL = 672.86’
VP
C 2
075+
75.0
0 E
L. =
651.5
4’
VP
T 2
077+
25.0
0 E
L. =
653.1
4’
VP
C 2
087+
00.0
0 E
L. =
667.4
6’
VP
T 2
089+
00.0
0 E
L. =
669.2
8’
1-1
8" R
CP
FA
NN
IN
RO
AD
/CL
SH
12
1
20
83
+2
3.9
3
1-1
8" R
CP
1-7
’x
3’ S
BC
L = 250.00’
K = 138
ex = -0.57’STA = 2113+75.00
EL = 651.65’
L = 850.00’
K = 142
ex = 6.35’
STA = 2124+00.00
EL = 697.94’
L = 1,000.00’
K = 132
ex = -9.46’
VP
C 2
098+
00.0
0 E
L. =
672.4
2’
VP
T 2
100+
50.0
0 E
L. =
671.0
3’
VP
C 2
109+
50.0
0 E
L. =
657.8
6’
VP
T 2
118+
00.0
0 E
L. =
670.8
4’
VP
C 2
119+
00.0
0 E
L. =
675.3
6’
VP
T 2
129+
00.0
0 E
L. =
682.7
0’
(-)3.0483%
(+)0.6750%(+)1.4684%
(+)1.4684%(+)0.3490%
(+)0.3490% (-)1.4628%
(-)1.4628%(+
)4.5
162%
(+)4
.5162%
3:1 USUAL2:1 MAX
6:1 USUAL2:1 MAX
58’
EX
IST
ING
RO
W
EX
IST
ING
RO
W
LC
10’
SHLD
NTS
NTS
10’
SHLD
12’
LANE
14’
CLTL
12’
LANE
EXISTING TYPICAL SECTION (MELISSA)
VARIESVARIES
LC
MEDIAN VARIES
4:13:1 MAX
4:1
3:1 MAX
6:1 USUAL3:1 MAX.
6:1 USUAL
3:1 MAX. 3:1 USUAL2:1 MAX
EXISTING SH 121 TYPICAL SECTION (AT SH 5)
8’
SHLDR
10’
SHLDR
12’
LANE
12’
LANE
10’
SHLDR
12’
LANE
12’
LANE
8’
SHLDR EX
IST
ING
RO
W
EX
IST
ING
RO
W
197’
EXISTING ROW VARIES
120’
ROW MIN. AND USUAL
STA. 123+00 TO STA. 187+00
STA. 67+54.08 TO STA. 123+00.00
2.0% 2.0%
2.0% 2.0%
EXIST C-L
EXIST C-L
EX
IST
ING
RO
W
4:1 USUAL
3:1 MAX
STORM DRAIN
AS REQUIRED
LC
CSJ 0549-03-018NTS
1.5% 2.0%
90’
28’
20’
12’
LANE
12’
LANE
PGL
FUTURE
12’
LANE
8.5’
MIN
2’
C/O
2’
C/O EX
IST
ING
RO
W
1.5%2.0%
40’
20’
12’
LANE
12’
LANE
FUTURE
12’
LANE
8.5’
MIN
2’
C/O
2’
C/O
4:1 USUAL
3:1 MAX
PGL2.0% 2.0%
42’
BORDER
STORM DRAIN
AS REQUIRED
PROP C-L
STA. 67+54.08 TO STA. 77+82
12’
LANE
4:1 USUAL
3:1 MAX
STORM DRAIN
AS REQUIRED
EX
IST
ING
RO
W
PGLPGL
LC
CSJ 0549-03-018NTS
1.5% 2.0%2.0% 2.0%
2.0%
PROP C-L
28’
20’
52’8’
12’
LANE
12’
LANE
8.5’
MIN
2’
C/O
2’
C/O
2’
C/O
2’
C/O
12’
LANE
12’
LANE
12’
TURN
LANE
8.5’
MIN
FUTURE
12’
LANE
12’
TURN
LANE
20’
PROPOSED URBAN ROADWAY TYPICAL SECTION
LEFT & RIGHT TURN LANE
EXIST ROW
90’
EX
IST
ING
RO
W
4:1 USUAL
3:1 MAX
STORM DRAIN
AS REQUIRED
CSJ 0549-03-018NTS
1.5%2.0%2.0%2.0%
2.0%
28’
52’ 8’
12’
LANE
12’
LANE
8.5’
MIN
2’
C/O
2’
C/O
2’
C/O
2’
C/O
12’
LANE
12’
LANE
12’
TURN
LANE
8.5’
MIN
FUTURE
12’
LANE
12’
TURN
LANE
PROP C-LLC
4:1 USUAL
3:1 MAX
STORM DRAIN
AS REQUIRED
PGL PGL
STA. 84+62 TO STA. 91+35
PROPOSED URBAN ROADWAY TYPICAL SECTION
DUAL LEFT TURN LANES
EX
IST
ING
RO
W
EX
IST
ING
RO
W
VARIES VARIES
30’
BORDER
EX
IST
ING
RO
W
CSJ 0549-03-018NTS
1.5%2.0%
28’
12’
LANE
12’
LANE
FUTURE
12’
LANE
8.5’
MIN
2’
C/O
2’
C/O
1.5% 2.0%
40’
12’
LANE
12’
LANE
FUTURE
12’
LANE
8.5’
MIN
2’
C/O
2’
C/O
2.0%2.0%
12’
LANE
LC
PROP C-L
PGL
STORM DRAIN
AS REQUIRED
4:1 USUAL
3:1 MAX
STORM DRAIN
AS REQUIRED
4:1 USUAL
3:1 MAX
PGL
STA. 91+35 TO STA. 100+13
EX
IST
ING
RO
W
4:1 USUAL
3:1 MAX
STORM DRAIN
AS REQUIRED
EX
IST
ING
RO
W
PGLPGL
LC
CSJ 0549-03-018NTS
1.5% 2.0%2.0% 2.0%
2.0%
PROP C-L
28’
52’8’
12’
LANE
12’
LANE
8.5’
MIN
2’
C/O
2’
C/O
2’
C/O
2’
C/O
12’
LANE
12’
LANE
12’
TURN
LANE
8.5’
MIN
FUTURE
12’
LANE
BORDER
VARIES
EX
IST
ING
RO
W
EXIST ROW
12’
TURN
LANE
STA. 100+13 TO STA. 109+00
VARIESVARIES
EX
IST
ING
RO
W
21’
BORDER
PROPOSED URBAN ROADWAY TYPICAL SECTION
DUAL LEFT TURN LANES
4:1 USUAL
3:1 MAX
STORM DRAIN
AS REQUIRED
EX
IST
ING
RO
W
CSJ 0549-03-018NTS
1.5%2.0%2.0%2.0%
2.0%
28’
52’ 8’
12’
LANE
12’
LANE
8.5’
MIN
2’
C/O
2’
C/O
2’
C/O
2’
C/O
12’
LANE
12’
LANE
12’
TURN
LANE
8.5’
MIN
FUTURE
12’
LANE
12’
TURN
LANE
PROPOSED URBAN ROADWAY TYPICAL SECTION
LEFT & RIGHT TURN LANE
PROP C-LLC
4:1 USUAL
3:1 MAX
STORM DRAIN
AS REQUIRED
PGL PGL
PR
OP
OS
ED
RO
W
CSJ 0549-03-018NTS
PROPOSED URBAN ROADWAY TYPICAL SECTION (MELISSA)
EX
IST
ING
RO
W
PR
OP
OS
ED
RO
W
PGL PGL
CSJ 0549-03-018NTS
CL
EXIST C-L
1.5%2.0% 2.0% 1.5%
PROP C-L
CL
40’
44’
20’
2’
12’
LANE
12’
LANE
6’
SIDEWLK
VARIES
2’
1’
1’
17’
1’
12
LANE
12
LANE
2’
6
SIDEWLK
1’
VARIES
PROPOSED URBAN BRIDGE TYPICAL SECTION
AT DART R.R.
123+43.10 TO STA. 126+43.10
175’155’
230’ ROW
STA. 115+14 TO STA. 123+43.10
STA. 126+43.10 TO STA. 145+65
STA. 158+74 TO STA. 167+33
STA. 180+38 TO STA. 187+00
PGL
VAR
CSJ 0549-03-018NTS
EXISTING CR 339 TYPICAL SECTION
VAR
LC CR 339
12’
EXIST C-L
EX
IST
ING
RO
W
EX
IST
ING
RO
W
26’
52’ ROW
26’
PGL
CSJ 0549-03-018NTS
PROPOSED CR 339 TYPICAL SECTION
2.0%
LC CR 339
29’
EX
IST
ING
RO
W
70’ ROW
24’
12’
PR
OP
OS
ED
RO
W
4:1 USUAL
3:1 MAX
4:1 USUAL
3:1 MAX
PGL
VAR
CSJ 0549-03-018NTS
VAR
EXIST C-L
EX
IST
ING
RO
W
EX
IST
ING
RO
W
22’
44’ ROW
21’
EXISTING BERRY RD TYPICAL SECTION
LC BERRY RD
22’
10.5’ 10.5’
CSJ 0549-03-018NTS
35’
62’ ROW
LC BERRY RD
27’
2.0%
PROPOSED BERRY RD TYPICAL SECTION
PGL
2.0%
4:1 USUAL
3:1 MAX
4:1 USUAL
3:1 MAX
2.0%
29’
PROPOSED URBAN ROADWAY TYPICAL SECTION
4:1 USUAL
3:1 MAX
STORM DRAIN
AS REQUIRED
PR
OP
OS
ED
RO
W
EX
IST
ING
RO
W
PGL
EXIST C-L
PGL
STORM DRAIN
AS REQUIRED
STORM DRAIN
AS REQUIRED
LC
1.5% 2.0%2.0% 2.0%
60’
60
12’
BORDER
28’
20’
8.5’
MIN
12’
LANE
12’
LANE
2’
C/O
2’
C/O
FUTURE
12’
LANE
20’
28’
2’
C/O
2’
C/O
12’
BORDER
8.5
MIN
FUTURE
12’
LANE
12’
LANE
12’
LANE
VARIES
(234’ MAX)
VARIES
(266’ MAX)
PGL
VAR
CSJ 0549-03-018NTS
VAR
EXIST C-L
23’
11.5’
LC CREEKSIDE RD
EXISTING CREEKSIDE RD TYPICAL SECTION
11.5’
PGL
2.0%
CSJ 0549-03-018NTS
2.0%
23’
LC CREEKSIDE RD
PROPOSED CREEKSIDE RD TYPICAL SECTION
4:1MAX
4:1
MAX
8.5’
MIN
8.5’
MIN
2’
C/O
2’
C/O
19’
PGL
VAR
CSJ 0549-03-018NTS
VAR
EXIST C-L
23’
LC CR 338
EXISTING CR 338 TYPICAL SECTION
EX
IST
ING
RO
W
EX
IST
ING
RO
W
71’
44.5’ 26.5’
PGL
2.0%
CSJ 0549-03-018NTS
2.0%
LC CR 338
PROPOSED CR 338 TYPICAL SECTION
PR
OP
OS
ED
RO
W
VARIES
ROW VARIES
PR
OP
OS
ED
RO
W
PROP C-L
28’
12’
LANE
12’
LANE
2’
C/O
2’
C/O
8.5’
MIN
8.5’
MIN
4:1MAX
3:1
MAX4:1
MAX
3:1MAX
VARIES
VARIES (85’-250’)
EXISTING ROW VARIES (175’-340’)
LBLB
B-L NB PGLB-L SB PGL
B-L SB PGL
B-L NB PGL
1.5%
B-L SB PGL
B-L NB PGL
1.5%
VARIES
15’-30’
EXISTING ROW VARIES (214’-316’)
1.5%
B-L SB PGL
B-L NB PGL
B-L SB PGL B-L NB PGL
1.5%
EX
IST
ING
RO
W
PR
OP
OS
ED
RO
W
4:1 USUAL
3:1 MAX
4:1 USUAL
3:1 MAX
VARIES
0’-85’
EXISTING ROW VARIES
EXISTING ROW VARIES (174’-177’)
VARIES
0’-18’
1.5%2.0%
EXISTING ROW VARIES (120’-270’)
B-L SB PGL B-L NB PGL
PROPOSED URBAN ROADWAY TYPICAL SECTION
1.5% 1.5%
1.5% 1.5%
1.5% 1.5%
1.5% 1.5%
20’BLBL
STA. 109+00 TO STA. 115+14
STA. 152+19 TO STA. 158+74
STA. 174+67 TO STA. 180+38
EXIST ROW
VARIES (65’-70’)VARIES
7’-10’
VARIES (65’-70’)
20’20’
BL BL
ROW VARIES 137’-150’
VARIES 182’-279’
B-L SB PGL
BL BLB-L NB PGL
VARIES 134’-284’
ROW VARIES 316’-563’
PGL
2.0%
CSJ 0549-03-018NTS
EXISTING FM 545 TYPICAL SECTION
2.0%
11’
LANE
EX
IST
ING
RO
W
EX
IST
ING
RO
W
EXIST C-L
STA. 4+32 TO STA. 15+54
LC FM 545
VARIES (49’MIN) VARIES (40’ MIN)
ROW VARIES
11’
LANE
24’
PGL
2.0%
CSJ 0549-03-018NTS
PROPOSED FM 545 TYPICAL SECTION
2.0%
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
STA. 4+32 TO STA. 10+00
LC FM 545
PROP C-L
12’
LANE
12’
LANE
LANE
VARIES
(0’-12’)
LANE
VARIES
(0’-12’)
4:1MAX
2.0%
(MAX.)
2’
C/O
2’
C/O
4:1
MAX
2.0%(MAX.)
120’ 120’
240’ ROW
PAINTED
MEDIAN
VARIES
(0’-24’)
VARIES (24’-64’)
CSJ 0549-03-018NTS
PROPOSED FM 545 TYPICAL SECTION
STA. 10+00 TO STA. 15+54
2.0% 2.0%
12’
LANE
12’
LANE
LANE
VARIES
(0’-12’)
LANE
VARIES
(0’-12’)
4:1
MAX
2.0%(MAX.)
2’
C/O
2’
C/O
VARIES (28’-64’)
4:1MAX
2.0%
(MAX.)
120’120’
240’ ROW
PAINTED
MEDIAN
VARIES
(0’-24’)
LC FM 545
PROP C-L
PGL
PR
OP
OS
ED
RO
W
PR
OP
OS
ED
RO
W
VARIES
28’-119’
VARIES
21’-90’
EX/PROP C-L
EX/PROP C-L
EX/PROP C-L
2’
4’
SH
4’
SH
17’
PR
OP
OS
ED
RO
W
30’
35’ 35’
8.5’8.5’
PR
OP
OS
ED
RO
W
EX
IST
ING
RO
W
8.5’8.5’
12’ 12’2.5’
C/O
2.5’
C/O
12’ 12’2.5’
C/O
2.5’
C/O
VARIES (25’-190’)
BORDER
BORDER
VARIES(20’-153’)
VARIES (80’-213’)
42’
105’
MIN
87’
MIN
STA. 77+82 TO STA. 84+62
* STA. 145+65 TO STA. 152+19
STA. 167+33 TO STA. 174+67*
NOTE:
NO RIGHT TURN LANE
649.6
9
67
1.5
1
679.6
5
67
1.6
1
67
1.7
7
671.4
8
671.3
9
671.2
3
671.1
6
671.0
6
669.2
6
66
8.0
1
66
8.0
0
66
7.9
4
66
7.4
1
670.1
5
664.1
9
661.3
5
658.2
9
65
5.9
4
65
1.8
4
64
9.3
1
65
3.4
7
655.8
2
65
8.1
0
660.2
3
663.0
2
665.7
9
668.4
6
670.7
2
67
2.7
4
662.1
2
65
7.0
0
669.5
6
670.4
2
668.1
3
66
5.4
4
649.7
6
650.2
3
651.0
9
65
1.8
0
65
2.6
7
65
3.7
1
654.6
8
65
5.6
7
657.0
8
658.3
5
65
9.5
0
660.9
6
662.8
3
66
4.0
4
665.1
2
66
6.0
0
66
6.8
4
667.9
6
668.9
8
669.8
5
670.4
2
670.3
9
67
0.9
0
671.1
9
67
1.4
0
647.0
9
648.1
6
64
9.3
0
64
6.3
1
646.9
8
647.6
6
648.3
3
64
9.0
1
649.6
8
650.3
6
651.0
3
651.7
2
652.7
9
654.2
5
65
5.7
1
657.1
8
658.6
5
660.1
2
661.5
9
663.0
6
664.5
3
665.9
9
667.4
6
668.6
5
669.2
8
669.6
3
669.9
8
670.3
3
670.6
8
671.0
2
67
1.3
7
671.7
2
67
2.0
7
672.4
2
67
2.4
1
67
1.6
7
67
0.3
0
668.8
3
66
7.3
7
66
5.9
1
664.4
5
662.9
8
661.5
2
660.0
6
658.5
9
657.2
2
656.4
6
65
6.4
0
657.0
5
65
8.4
0
660.4
6
66
3.2
1
666.6
8
67
0.8
4
675.3
6
679.4
9
682.8
8
68
5.5
0
68
7.3
7
688.4
8
68
8.8
4
68
8.4
4
687.2
8
68
5.3
7
68
2.7
0
3:1
3:1
L
DA
RT
RR
24.8
’ C
LE
AR
LL
BEGIN BRIDGE
B STA. 3122+84.21
END BRIDGE
B STA. 3125+84.21
TRACK EL. @ SH 121
EXIST C = 657.66’
STA = 3112+00.00
EL = 643.61’
L = 1,000.00’
K = 146
ex = 8.57’
STA = 3124+00.00
EL = 697.94’
L = 1,000.00’
K = 132
ex = -9.47’
EXIST GRND @
NBPGL
EXIST GRND @
NBPGL
PROP NBPGL
PROP NBPGL
VP
C 3
107+
00.0
0
EL
. =
655.2
5’
VP
T 3
11
7+
00
.00
EL
. =
666.2
5’
EL
. =
675.3
0’
EL
. =
682.7
0’
CL
SH
5 N
OR
TH
/SH
121 N
BP
GL
3107+
93.2
4
STA = 3072+50.00
EL = 648.93’
L = 200.00’
K = 288
ex = 0.17’
STA = 3086+75.00
EL = 666.62’
L = 200.00’
K = 311
ex = -0.16’
STA = 3099+00.00
EL = 673.96’
L = 600.00’
K = 204
ex = -2.20’
VP
C 3
071+
50.0
0
EL
. =
648.3
8’
VP
T 3
07
3+
50
.00
EL
. =
650.1
7’
VP
C 3
085+
75.0
0
EL
. =
665.3
8’
VP
T 3
08
7+
75
.00
EL
. =
667.2
2’
VP
C 3
096+
00.0
0
EL
. =
672.1
6’
VP
T 3
10
2+
00
.00
EL
. =
666.9
6’
1-1
8" R
CP
1-1
8" R
CP
1-1
8" R
CP
1-7
’x
3’ S
BC
(-)2.3280%
(+)4
.5275%
(+)4
.5275%
(-)3.0486%
(+)0.5479%(+)1.2418%
(+)1.2418%(+)0.5994%
(+)0.5994% (-)2.3348%
SH
5/C
L S
H 1
21
30
83
+1
1.4
5
646.4
6
64
7.0
1
647.5
6
64
8.1
0
65
1.7
7
653.6
2
655.7
5
658.5
6
662.0
6
666.2
5
67
0.7
7
67
5.3
0
679.4
5
68
2.8
4
685.4
8
687.3
5
68
8.4
7
688.8
3
688.4
3
687.2
8
68
5.3
7
68
2.7
0
646.0
9
64
6.8
1
647.6
8
648.4
2
649.4
8
65
0.6
1
65
1.7
7
652.0
5
652.8
5
653.4
5
65
4.5
4
655.6
6
656.8
3
658.1
8
65
9.7
4
662.0
6
66
3.4
0
664.7
8
666.1
9
667.3
2
66
8.2
4
669.0
2
669.7
3
67
0.0
7
670.3
6
67
0.2
7
670.4
5
670.6
5
67
1.3
4
67
1.0
7
670.7
6
669.6
8
66
7.8
7
665.9
5
66
4.3
0
663.1
3
661.3
9
66
0.0
0
658.3
6
656.7
6
655.1
3
65
3.4
7
652.1
6
65
2.3
1
653.3
3
655.3
3
65
7.6
1
66
0.1
7
66
2.8
1
66
6.4
7
67
0.4
0
673.9
9
677.0
2
679.4
6
681.9
6
68
3.6
1
68
4.0
4
68
3.7
7
683.5
8
681.8
5
67
9.3
1
67
6.7
1
648.6
9
649.5
9
650.7
9
652.0
3
65
3.2
7
65
4.5
1
655.7
6
65
7.0
0
65
8.2
4
659.4
8
660.7
2
661.9
6
66
3.2
1
664.4
5
665.6
8
666.6
8
66
7.3
7
66
7.9
7
66
8.5
7
66
9.1
7
66
9.7
7
67
0.3
7
67
0.9
7
67
1.5
7
672.1
6
672.5
2
672.3
9
671.7
6
670.6
5
669.0
5
666.9
6
664.6
2
662.2
9
659.9
5
657.6
2
655.2
8
65
3.3
0
651.9
9
65
1.3
7
65
1.4
4
65
2.2
0
679.6
5
PROP PGL
PROP PGL
67
9.6
5
EXIST GRND
@ C
EXIST GRND
@ C
CR
339/B
ER
RY
RD
/CL
SH
121
15
2+
18
.87
FM
54
5/C
L S
H 1
21
17
4+
66
.54
L
L
FU
TU
RE
WA
SH
ING
TO
N
DR
.
CL
SH
12
1
1-10’x8’ S
BC
FL
632.5
1-24" R
CP
FL
660.4
2-30" R
CP
FL
65
7.3
67
9.6
5
STA = 140+25.00
EL = 648.40’
L = 400.00’
K = 81
ex = 2.46’
STA = 155+75.00
EL = 677.52’
L = 100.00’
K = 193
ex = -0.06’
STA = 159+25.00
EL = 682.28’
L = 110.00’
K = 62
ex = -0.24’
STA = 165+25.00
EL = 679.84’
L = 100.00’
K = 85
ex = -0.15’
STA = 174+75.00
EL = 664.78’
L = 100.00’
K = 119
ex = 0.11’
VP
C 1
38
+2
5.0
0 E
L.
= 6
54
.50
’
VP
T 1
42
+2
5.0
0 E
L.
= 6
52
.16
’
VP
C 1
55
+2
5.0
0 E
L.
= 6
76
.58
’
VP
T 1
56
+2
5.0
0 E
L.
= 6
78
.20
’
VP
C 1
58
+7
0.0
0 E
L.
= 6
81
.54
’
VP
T 1
59
+8
0.0
0 E
L.
= 6
82
.06
’
VP
C 1
64
+7
5.0
0 E
L.
= 6
80
.04
’
VP
T 1
65
+7
5.0
0 E
L.
= 6
79
.05
’
VP
C 1
74
+2
5.0
0 E
L.
= 6
65
.57
’
VP
T 1
75
+2
5.0
0 E
L.
= 6
64
.41
’
(-)3.0483%(+)1.8787%
(+)1.8787%
(+)1.3603%
(+)1.3603%(-)0.4078%
(-)0.4078%(-)1.5851%
(-)1.5851%(-)0.7440%
669.5
8
666.1
9
66
2.5
0
659.2
9
655.5
5
652.3
5
650.3
6
650.4
5
64
8.8
4
649.1
6
649.4
2
65
1.3
1
65
3.0
7
655.1
5
656.5
9
65
8.5
1
660.4
2
661.9
8
663.7
6
66
5.5
7
66
7.1
4
66
9.2
7
670.9
8
67
3.0
1
674.7
5
67
6.1
7
67
8.3
7
67
9.6
0
680.3
3
681.3
6
68
1.5
1
68
2.2
7
682.0
8
68
1.7
4
680.8
9
68
0.1
0
678.7
9
67
7.2
4
67
5.9
0
674.1
8
671.7
9
669.5
3
667.8
3
66
6.3
1
665.5
2
665.1
6
66
4.6
0
66
4.1
4
663.5
2
66
3.1
7
662.6
3
66
1.4
7
660.7
6
660.0
5
659.5
5
65
9.2
0
65
8.4
4
67
6.6
0
673.5
5
67
0.5
0
667.4
6
66
4.4
1
661.3
6
65
8.3
1
655.2
6
652.5
6
651.0
5
65
0.7
7
651.7
3
65
3.5
7
655.4
5
657.3
3
65
9.2
1
661.0
8
662.9
6
66
4.8
4
666.7
2
66
8.6
0
670.4
8
672.3
6
67
4.2
4
67
6.1
1
677.8
5
679.2
2
680.5
8
68
1.8
7
681.9
8
68
1.5
7
681.1
6
680.7
6
680.3
5
67
9.9
0
678.6
5
677.0
6
675.4
8
673.8
9
67
2.3
1
670.7
2
66
9.1
4
667.5
5
66
5.9
7
664.6
2
663.8
5
66
3.1
1
662.3
6
661.6
2
66
0.8
7
660.1
3
659.3
9
65
8.6
4
65
7.9
0
657.1
5
65
6.4
1
65
5.6
7
STA = 7+50.00
EL = 669.57’
L = 60.00’
K = 22
ex = -0.21’
STA = 8+75.00
EL = 667.99’
L = 120.00’
K = 40
ex = 0.45’
ST
A =
9+
39
.44
EL
=
669.1
2’
ST
A =
10
+0
0.0
0E
L =
670.7
8’
ST
A =
10
+6
0.9
4E
L =
670.5
3’
STA = 11+75.00
EL = 670.06’
L = 180.00’
K = 41
ex = 0.98’
STA = 13+00.00
EL = 675.02’
L = 70.00’
K = 20
ex = -0.31’
VP
C 7
+2
0.0
0 E
L.
= 6
69
.11
’
VP
T 7
+8
0.0
0 E
L.
= 6
69
.19
’
VP
C 8
+1
5.0
0 E
L.
= 6
68
.75
’
VP
T 9
+3
5.0
0 E
L.
= 6
69
.04
’
VP
C 1
0+
85.0
0 E
L. =
670.4
3’
VP
T 1
2+
65
.00
EL
. =
67
3.6
3’
VP
C 1
2+
65.0
0 E
L. =
673.6
3’
VP
T 1
3+
35
.00
EL
. =
67
5.1
6’
10+00
650
660
670
680
66
8.8
0
66
8.9
4
668.5
8
670.7
8
670.3
9
67
1.5
7
67
4.7
1
667.7
5
668.7
8
669.4
8
67
0.2
0
671.3
2
672.9
2
67
4.4
4
67
5.0
0
BERRY RD & CR 339
650
660
670
680
EXISTING GROUND
TIE
TO
EX
IS
TIN
G E
L.=
668.2
7
TIE
TO
EX
IS
TIN
G E
L.=
675.3
2
PROP PGL
(+)1.5214%
(-)1.2562%(+)1.7402%
(+)2.7402%(-)0.4089% (+
)3.9
667%
(+)0.4069%
657.0
5
658.3
3
65
9.4
7
661.3
8
66
2.7
0
663.7
9
665.4
3
665.5
8
668.2
8
670.5
8
672.3
5
674.0
8
67
3.9
1
L
L
L
L
65
8.5
0
65
9.8
0
661.0
9
662.3
8
663.6
8
66
5.2
1
665.8
5
66
6.9
1
668.4
9
67
0.9
0
67
3.7
0
640
650
FM 545
660
670
680
640
650
660
670
680
(+)2.00%
(+)1.19%
(+)1.01%
(+)0.06%
(+)1.29%STA = 12+92.00
EL = 667.88’
ex = 0.45’
(+)1.06%(+)2.80%
VP
C 1
1+
87.6
9 E
L. =
666.7
8’
VP
T 1
3+
96
.31
EL
. =
67
0.8
0’
L = 208.62’
K = 120
TIE BACK TO EXIST
FM 545 C STA 15+49.46
SH 121 C STA 174+49.56
FM 545 C STA 10+00.00
TIE BACK TO EXIST
FM 545 C STA 4+16.23
ST
A =
9+
66
.77
EL
. =
66
4.8
7’
ST
A =
10+
33.2
3 E
L. =
665.6
0’
ST
A =
9+
20
.25
EL
. =
66
3.9
4’
ST
A =
10+
00.0
0 E
L. =
665.2
1’
ST
A =
10+
79.7
6 E
L. =
665.6
3’
EXISTING GROUND
10+0010+005+00 15+00
TIE
TO
EX
IS
TIN
G E
L.=
657.4
2
TIE
TO
EX
IS
TIN
G E
L.=
675.0
7
PROP PGL
647.9
2
64
7.7
0
648.7
3
64
9.8
7
STA = 7+70.00
EL = 649.35’
L = 160.00’
K = 39
ex = 0.82’
STA = 9+00.00
EL = 657.00’
L = 60.00’
K = 21
ex = -0.22’
659.5
3
VP
C 6
+9
0.0
0 E
L.
= 6
47
.92
’
VP
T 8
+5
0.0
0 E
L.
= 6
54
.06
’
VP
C 8
+7
0.0
0 E
L.
= 6
55
.24
’
VP
T 9
+3
0.0
0 E
L.
= 6
57
.90
’
10+00
620
630
640
650
660
64
8.1
1
65
1.4
4
656.7
9
659.5
3
VP
I S
TA
= 9
+5
2.0
0
EL
= 6
58.5
6’
620
630
640
650
660
EXISTING GROUND
(+)0.79%
CREEKSIDE RD.
PROP PGL
TIE
TO
EX
IS
TIN
G
(+)1.7920%
(+)5
.8874%
(+)3.0000%(+)2.0000%
MA
TC
HL
INE
ST
A.
18
7+
00
CS
J:
05
49
-03
-01
8
650
640
660
670
680
650
640
660
670
680
MA
TC
HL
INE
ST
A.
18
7+
00
CS
J:
05
49
-03
-01
8
185+00180175170165160155150145140135130 +00+00+00+00+00+00+00+00+00+00+00
PI STATION
DELTA
DEGREE OF CURVE = 1%%d 30’ 01.59"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 69+76.52
= 37%%d 06’ 23.18" (LT)
= 1,281.63
= 2,473.03
= 3,818.59
= 56+94.89
= 81+67.92
DELTA
DEGREE OF CURVE = 1%%d 30’ 30.03"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
PI STATION
PI STATION
DELTA
DEGREE OF CURVE = 1%%d 29’ 33.45"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 2072+64.79
= 16%%d 26’ 15.58" (LT)
= 548.66
= 1,089.78
= 3,798.59
= 2067+16.13
= 2078+05.91
= 3074+29.58
= 21%%d 06’ 46.11" (LT)
= 715.35
= 1,414.48
= 3,838.59
= 3067+14.23
= 3081+28.70
DELTA
DEGREE OF CURVE = 1%%d 54’ 58.49"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
PI STATION = 2079+81.48
= 5%%d 24’ 45.89" (LT)
= 141.34
= 282.47
= 2,990.00
= 2078+40.14
= 2081+22.60
= 2084+06.26
= 7%%d 11’ 03.62" (LT)
DEGREE OF CURVE = 2%%d 51’ 53.24"
= 125.55
= 250.78
= 2,000.00
= 2082+80.71
= 2085+31.49
PI STATION
DEGREE OF CURVE = 1%%d 37’ 26.51"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 3085+66.64
= 6%%d 50’ 27.80" (RT)
= 210.87
= 421.24
= 3,528.00
= 3083+55.77
= 3087+77.01
TANGENT
LENGTH
PC STATION
PT STATION
PI STATION
DELTA
DELTA
PI STATION
DELTA
DEGREE OF CURVE = 0%%d 56’ 54.98"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 476.32
= 950.67
= 6,040.00
= 2091+46.14
= 2100+96.81
= 2096+22.46
= 9%%d 01’ 05.13" (LT)
DEGREE OF CURVE = 0%%d 57’ 17.75"
= 384.82
= 768.58
= 6,000.00
= 90+61.41
= 98+30.00
= 94+46.23
= 7%%d 20’ 21.91" (LT)
PI STATION
DELTA
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
PI STATION
DEGREE OF CURVE = 1%%d 29’ 28.68"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 3102+38.80
= 22%%d 08’ 54.30" (LT)
= 751.97
= 1,485.17
= 3,842.00
= 3094+86.83
= 3109+72.00
PI STATION
DELTA
DEGREE OF CURVE = 5%%d 43’ 46.48"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 148.41
= 1,000.00
= 2100+96.81
= 2102+45.22
= 2101+71.15
= 8%%d 30’ 11.60" (RT)
= 74.34
CL121-1NBPGL-1
NBPGL-2 CL121-2
DELTA
NBPGL-3
PI STATION
DEGREE OF CURVE = 5%%d 43’ 46.48"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
PI STATION
DELTA
DEGREE OF CURVE = 1%%d 08’ 45.30"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
DELTA
= 2106+24.89
= 24%%d 25’ 57.24" (RT)
= 216.51
= 426.43
= 1,000.00
= 2104+08.39
= 2108+34.82
= 106+55.55
= 5%%d 46’ 35.03" (RT)
= 252.26
= 504.09
= 5,000.00
= 104+03.30
= 109+07.38
PI STATION
DELTA
DEGREE OF CURVE = 1%%d 29’ 28.68"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
LENGTH
RADIUS
PC STATION
PT STATION
PI STATION
DELTA
DEGREE OF CURVE = 5%%d 34’ 24.67"
TANGENT
= 2112+21.48
= 14%%d 05’ 55.41" (LT)
= 252.96
= 1,028.00
= 2110+94.35
= 2113+47.31
= 127.12
= 3110+15.43
= 1%%d 17’ 43.01" (LT)
= 43.43
= 86.86
= 3,842.00
= 3109+72.00
= 3110+58.86
CL121-3
NBPGL-4PI STATION
DELTA
DEGREE OF CURVE = 1%%d 53’ 31.92"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 3117+32.58
= 18%%d 29’ 58.82" (RT)
= 493.13
= 977.68
= 3,028.00
= 3112+39.45
= 3122+17.13
PI STATION
DEGREE OF CURVE = 1%%d 08’ 45.30"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
DELTA
= 155.43
= 310.76
= 5,000.00
= 119+80.70
= 122+91.47
= 121+36.14
= 3%%d 33’ 39.92" (RT)
NBPGL-5
CL121-4 PI STATION
DELTA
DEGREE OF CURVE = 1%%d 08’ 45.30"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 135+85.29
= 3%%d 58’ 49.68" (RT)
= 173.75
= 347.36
= 5,000.00
= 134+11.54
= 137+58.90
PI STATION
DEGREE OF CURVE = 1%%d 08’ 45.30"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
DELTA
= 141+61.38
= 3%%d 58’ 49.68" (LT)
= 173.75
= 347.36
= 5,000.00
= 139+87.63
= 143+34.99
CL121-5 CL121-6SB121P-2
PI STATION
DELTA
DEGREE OF CURVE = 1%%d 54’ 58.49"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 2080+19.43
= 5%%d 24’ 45.89" (LT)
= 141.34
= 282.47
= 2,990.00
= 2078+78.09
= 2081+60.56PC STATION
PT STATION
RADIUS
DEGREE OF CURVE = 2%%d 51’ 53.24"
TANGENT
LENGTH
PI STATION
DELTA
= 2,000.00
= 2083+18.66
= 2085+69.44
= 125.55
= 250.78
= 7%%d 11’ 03.62" (LT)
= 2084+44.21
SB121P-3SB121P-1
PI STATION
DELTA
DEGREE OF CURVE = 1%%d 30’ 30.03"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 1,089.78
= 3,798.59
= 2067+54.08
= 2078+43.86
= 548.66
= 16%%d 26’ 15.58" (LT)
= 2073+02.74PI STATION
DELTA
DEGREE OF CURVE = 0%%d 56’ 54.98"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
= 2096+49.57
= 9%%d 31’ 44.56" (LT)
= 503.43
= 1,004.53
= 6,040.00
= 2091+46.15
= 2101+50.37
SB121P-4
PI STATION
DEGREE OF CURVE = 4%%d 46’ 28.73"
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
DELTA
= 2105+11.23
= 33%%d 26’ 48.27" (RT)
= 360.55
= 700.51
= 1,200.00
= 2101+50.68
= 2108+51.18
SB121P-5
TANGENT
LENGTH
RADIUS
PC STATION
PT STATION
PI STATION
DELTA
DEGREE OF CURVE = 5%%d 34’ 24.67"
= 2112+23.63
= 14%%d 05’ 55.41" (LT)
= 127.12
= 252.96
= 1,028.00
= 2110+96.51
= 2113+49.47
SB121P-6
SH 121
SH
5
SH 121
SH 5
LEGEND *
SH 121
BE
RR
Y R
DC
R 3
39
SH 121
FM
54
5
LEGEND *
SEE ROLL 8 FOR
FANNIN ROAD AND SH 5
SEE ROLL 8 FOR
FANNIN ROAD AND SH 5\ SH 121 STA 124+96.23 =
\ DART STA 10+00.00
BEGIN SCHEMATIC SH 121
CSJ 0549-03-18
STA. 67+54.08
R 30’R
30’
R 30’
EN
D R
ET
AIN
ING
WA
LL
\ S
H 1
21 S
TA
123+
27.6
9 6
3.6
0’
RT
BE
GIN
RE
TA
ININ
G W
AL
L
\ S
H 1
21 S
TA
124+
78.1
9 7
0.9
8’
RT
EN
D R
ET
AIN
ING
WA
LL
\ S
H 1
21 S
TA
127+
23.3
3 1
45.6
3’
RT
BE
GIN
RE
TA
ININ
G W
AL
L
\ S
H 1
21 S
TA
118+
65.0
8 1
17.5
3’
RT
FARM
ROAD
455
FARM
ROAD
2862
TEXAS
5
TEXAS
121
TEXAS
160
TEXAS
121
TEXAS
5
TEXAS
121TEXAS
5
TEXAS
5
TEXAS
121 TEXAS
121TEXAS
121
2125+002120+002115+002110+002105+002100+002095+002090+002085+002080+002075+002070+00
3070+00 3075+00 3080+00 3085+00 3090+00 3095+00 3100+00 3105+00 3110+00 3115+00 3120+00 3125+00
650
640
660
670
680
650
640
660
670
680
650
660
670
680
690
640
700
650
660
670
680
690
640
700
IDENTICAL POINTS
STA 2130+02.15 =
STA 130+00.00
IDENTICAL POINTS
STA 3130+02.15 =
STA 130+00.00
630
620
710
FAN
NIN
RO
AD
BE
GIN
NB
BR
IDG
E
L S
TA
. 3
12
2+
84
.21
BE
GIN
SB
BR
IDG
E
L S
TA
. 2124+
04.1
4
EN
D S
B B
RID
GE
L S
TA
. 2127+
04.1
4
EN
D N
B B
RID
GE
L S
TA
. 3
12
5+
84
.21
B
B
B B
BEGIN PROJECT SH 121 STA 2067+54.08BEGIN CSJ : 0543-03-18MATCH SCHEMATIC BY OTHERS
BEGIN PROJECT SH 121 STA 3067+54.08BEGIN CSJ : 0543-03-18MATCH SCHEMATIC BY OTHERS
7,90012,325
1,6002,450
2,0503,200
1,000-2012 ADT1,000-2032 ADT
LEGEND *
1,000-2012 ADT1,000-2032 ADT
2,6004,000
600
950
2,6004,000
600
950
200
300
300
400
500
900
16,30025,400
400
600
2,0003,100
1,000-2012 ADT1,000-2032 ADT
LEGEND *
1,000-2012 ADT1,000-2032 ADT
400
600
500
700
200
300
13,40020,900
3,1004,800
7001,100
SCHEMATIC BY OTHERS
CSJ: 0047-14-916
SCHEM
ATIC BY
OTH
ERS
CSJ 1012-02-027
FARM
ROAD
545
1 1