US 377 Cresson Relief Routeftp.dot.state.tx.us/pub/txdot-info/ftw/us-377-schematic1.pdf ·...
1
E X I S T . R . O . W. E X I S T . R . O . W . NA T U R A L GA S NA T U R A L GA S NATURAL GAS NA T U R A L GA S NA T U R A L GA S NATURAL GAS NATURAL GAS NATURAL GAS NATURAL GAS NA T U R A L G A S NATURAL GAS NA T U R A L GA S N A T U R A L G A S O H E OH E O H E OHE OH E OH E OH E OHE OH E O H E OHE OH E OH E O H E OH E OH E OHE OHE OHE OH E OH E OHE OHE OH E OHE OHE OH E O H E OH E OHE OHE OHE 4 75 + 0 0 4 80 + 00 485 + 00 4 9 0 + 0 0 495 + 00 500 + 00 505 + 00 510 + 00 515 + 00 520 + 00 525 + 00 530 + 00 535 + 00 540 + 00 545 + 00 550 + 00 FORT WORTH DISTRICT TEXAS DEPARTMENT OF TRANSPORTATION NASER ABUSAAD, PE, AICP P.E. NO. 83200 CSJ NO. 0080-12-001 CSJ NO. 0080-11-001 50 MPH 35 MPH FUNCTIONAL CLASSIFICATION DESIGN SPEED ROADWAY TYPE 1/23/2014 4:51:31 PM G:\2454.03_Cresson-US 377\CADD\Exhibits\Public Hearing_AUG2012\US377_PH_EXHB01.dgn G:\2454.03_Cresson-US 377\CADD\PLOTTING\Exhibit_FullSize_PDF.plt PLT= PREPARED UNDER THE SUPERVISION OF: TBPE Firm Registration No. 6981 CIVIL ASSOCIATES, INC. PUBLIC HEARING DISPLAY US 377 65 MPH RURAL PRINCIPAL ARTERIAL RAMPS RURAL PRINCIPAL ARTERIAL CROSS STREETS COLLECTOR BIDDING, AND OR PERMIT PURPOSES NOT INTENDED FOR CONSTRUCTION, AND POSSIBLE BENT/COLUMN LOCATIONS PRELIMINARY STRUCTURE LIMITS SHLDR LANES TRAVEL EXISTING RIGHT-OF-WAY EXISTING PAVEMENT REMOVAL PRELIMINARY PROPOSED RETAINING WALL COUNTY LINE EXISTING PROPERTY LINE IMPROVEMENTS PROPOSED STREET & DRIVEWAY PROPOSED PAVEMENT-US 377 RELIEF ROUTE PROPOSED RAMP PROPOSED GORE EXISTING PAVEMENT TO REMAIN PROPOSED DRAINAGE STRUCTURE DIRECTION OF TRAFFIC PROPOSED RIGHT-OF-WAY ASPHALT TRANSITION OVERLAY EXISTING POWER LINE OHE PROPOSED CONTROL-OF-ACCESS LEGEND: AERIAL PHOTOGRAPHY: WINTER 2011 HOOD & JOHNSON COUNTIES, TEXAS PRELIMINARY - SUBJECT TO REVISION US 377 CRESSON RELIEF ROUTE Fa l l Cr ee k Br a n c h Wa l nu t Cr e e k CROOK BRADDOCK PI TTSBURGH CLEARVI EW FWWR GOFORTH Mc DA N I E L SHI PPS M C D A N I EL KEL L Y GOFORTH P A TE BEAR CREEK BENDA YMU RRI N FORT WORTH U n it y No l a n FWWR F WW R W I N S C O TT P L OV E R F WW R F WWR WH E A TL AND L A K EV I EW Mc DA N I EL BENDAY - MU RRI N CIRCLE CREEK WEST C e m e t e r y R a d c li ff Day RIDGE SCENIC C e m e t e r y C r e ss on G o f o r t h F I EL D B OU R L AN D D i c k e y s Br a n c h S O U T H BEA R C r ee k B e a r S ou t h CREEK BEA R B E A R CR E E K RI V ER T RI N I T Y F O R K CLEAR CR EE K MUSTA NG CR EE K Fa l l Cr ee k TE XA S 1 7 1 2331 3450 C e m e t e r y C o r n 1187 O L D C LE A R V I E W HI LL S TE XA S 171 377 1187 377 O L D G RANBURY GRANBURY CR E SS ON (NOT TO SCALE) PROJECT LOCATION MAP PARKER CO HOOD CO HOOD CO JOHNSON CO JOHNSON CO TARRANT CO TARRANT CO PARKER CO CSJ: 0080-11-001 [ STA 473+71.91 PROPOSED US 377 RELIEF RTE BEGIN PROJECT CSJ: 0080-12-001 [ US 377 STA 633+00.00 PROPOSED US 377 RELIEF RTE END PROJECT BEGIN CSJ: 0080-12-001 END CSJ: 0080-11-001 [ US 377 STA 595+09.72 PROPOSED US 377 RELIEF RTE Texas Department of Transportation R All Rights Reserved Transportation, C 2014 By Texas Department of BRIAN R. BARTH, P.E. DISTRICT ENGINEER FEBRUARY 25, 2014 @ [ US377 EXISTING GROUND @ [ US377 EXISTING GROUND W25 H = 991.04 W25 4-6'x3' MBC PROPOSED 4'x3' MBC PROPOSED [ OLD GRANBURY ROAD 2:1 2:1 ( + ) 0 . 50 % @ [ US377 PROPOSED GRADE 125' 80' 80' STA 500+16.00 [ US377 BEGIN BRIDGE STA 503+01.00 [ US377 END BRIDGE @ [ US377 PROPOSED GRADE CSJ: 0080-11-001 EL 1,005.00 [ STA 498+00.00 PROP. US 377 RELIEF RTE BEGIN CENTERLINE PROFILE END NB & SB BASELINE PROFILES 1004.30 H = STA = 512+00.00 EL = 1,011.97' ( + ) 0 . 50 % ( + ) 1 . 5 9 % L = 400.00' K = 368 ex = 0.54' EL = 1,015.14' VPT 514+00.00 ( + ) 1 . 59 % EL = 1,010.97' VPC 510+00.00 @ | 377NB1 PROPOSED GRADE ( + ) 3 . 15 % (- ) 2 . 331 % MATCH EXISTING PAVEMENT EL. 999.98 | STA 475+50.00 NB MAINLANE (377NB1) BEGIN PROFILE [ STA 498+00.00, 31.63' RT = PROP. US 377 RELIEF RTE EL. 1,006.00 | STA 498+00.00 NB MAINLANE (377NB1) END PROFILE ( + ) 3 . 15 % (+)0.66% EL = 1,006.59' VPC 491+00.00 EL = 1,004.51' VPT 495+00.00 EL = 1,001.56' VPC 476+00.00 EL = 1,011.21' VPT 488+00.00 EL = 1,020.46' (+) 3.15% (-) 1.54% L = 1,200.00' K = 256 ex = -7.04' EL = 1,003.51' (-) 1 . 54 % ( + ) 0 . 50 % L = 400.00' K = 196 ex = 1.02' 1,001.56 1,004.51 1,007.08 1,009.25 1,011.03 1,012.42 1,013.42 1,014.03 1,014.25 1,014.08 1,013.51 1,012.56 1,011.21 1,009.67 1,008.13 1,006.59 1,005.31 1,004.53 1,004.26 1,004.51 1,005.00 1,005.50 1,006.00 VPI STA = 493+00.00 VPI STA = 482+00.00 ( + ) 3 . 15 % W25 H = 991.04 4'x3' MBC PROPOSED (AS SHOWN ON AS-BUILT PLANS) K = 130 L = 400' EL = 976.93' VPI STA 1323+50 EXISTING [ US 377 [ PROP. 377NB1 = VPI STA 468+45.54 (AS SHOWN ON AS-BUILT PLANS) K = 237 L = 1300' EL = 1,019.46' VPI STA 1337+00 EXISTING [ US 377 | PROP. 377NB1 = VPI STA 481+95.54 MATCH EXISTING PAVEMENT EL. 994.45 | STA 473+62.45 NB MAINLANE (377NB1) BEGIN ASPHALT OVERLAY | 377NB1 PROP. | 377SB1 PROP. @ | 377SB1 PROPOSED GRADE @ | 377SB1 GROUND EXISTING MATCH EXISTING PAVEMENT EL. 1,003.42 | STA 479+00.00 SB MAINLANE (377SB1) BEGIN PROFILE EL = 1,008.22' ( + ) 1 . 20 % (-) 0 . 75 % L = 600.00' K = 308 ex = -1.46' VPI STA = 483+00.00 EL = 1,004.62' VPC 480+00.00 EL = 1,005.98' VPT 486+00.00 EL = 1,001.20' (-) 0 . 7 5 % ( + ) 0 . 5 0 % L = 400.00' K = 321 ex = 0.62' VPI STA = 492+40.00 EL = 1,002.69' VPC 490+40.00 EL = 1,002.20' VPT 494+40.00 ( + ) 1 . 20 % ( + ) 2 . 7 5 % ( - ) 2 . 33 % (AS SHOWN ON AS-BUILT PLANS) W25 H = 991.04 4'x3' MBC PROPOSED K = 472 L = 2400' EL = 1,020.00' VPI STA 483+00 EXISTING US 377 | PROP. 377SB1 = VPI STA 483+00 [ STA 498+00.00, 31.73' LT = PROP. US 377 RELIEF RTE (US377) EL. 1,004.00 | STA 498+00.00 SB MAINLANE (377SB1) END PROFILE 1,003.42 1,004.62 1,005.66 1,006.37 1,006.76 1,006.82 1,006.56 1,005.98 1,005.23 1,004.49 1,003.74 1,002.99 1,002.30 1,001.90 1,001.80 1,002.02 1,002.50 1,003.00 1,003.50 1,004.00 @ [ US377 GROUND EXISTING 500+00 505+00 510+00 515+00 520+00 525+00 495+00 490+00 485+00 480+00 475+00 1,008.48 995.13 996.66 999.16 1,002.28 1,005.23 1,006.81 1,008.38 1,009.22 1,009.10 1,008.13 1,006.32 1,004.66 1,005.05 1,004.44 1,003.28 1,001.69 998.04 996.72 1,001.93 1,009.02 1,017.00 1,011.45 1,004.14 993.28 985.72 980.18 976.96 980.95 986.32 992.16 993.93 998.04 997.38 998.02 1,000.94 1,001.48 998.95 999.46 1,000.22 1,001.86 1,004.00 1,009.11 1,014.53 1,019.94 1,024.87 1,027.66 1,029.75 1,032.35 1,035.97 1,038.60 1,040.47 1,005.00 1,005.50 1,006.00 1,006.49 1,006.99 1,007.49 1,007.99 1,008.48 1,008.98 1,009.48 1,009.98 1,010.47 1,010.97 1,011.61 1,012.51 1,013.69 1,015.14 1,016.72 1,018.31 1,019.89 1,021.48 1,023.06 1,024.65 1,026.23 1,027.82 1,029.40 1,030.99 1,032.57 [ US 377 PROP. 525+00 530+00 535+00 540+00 545+00 550+00 1,040.47 1,042.65 1,044.35 1,046.60 1,048.97 1,051.08 1,050.54 1,047.85 1,047.22 1,047.32 1,046.84 1,045.14 1,044.98 1,045.09 1,045.29 1,045.51 1,045.90 1,046.90 1,047.23 1,047.27 1,047.75 1,048.27 1,048.28 1,049.36 1,047.18 1,045.44 1,044.36 1,032.57 1,034.16 1,035.74 1,037.33 1,038.78 1,039.96 1,040.86 1,041.50 1,042.00 1,042.50 1,043.00 1,043.50 1,044.00 1,044.50 1,045.00 1,045.50 1,046.00 1,046.50 1,047.00 1,047.72 1,048.87 1,050.47 1,052.50 1,054.97 1,057.87 1,061.22 1,065.00 STA = 530+00.00 EL = 1,040.50' ( + ) 1 . 5 9 % ( + ) 0 . 50 % L = 400.00' K = 369 ex = -0.54' STA = 547+00.00 EL = 1,049.00' ( + ) 0 . 50 % ( + ) 4 . 00 % L = 800.00' K = 229 ex = 3.50' ( + ) 0 . 50 % EL = 1,041.50' VPT 532+00.00 EL = 1,037.33' VPC 528+00.00 EL = 1,047.00' VPC 543+00.00 N.T.S. 12' 12' 12' 12' SHLD LANE SB LANE SB LANE NB LANE NB 10' 10' SHLD 4' RELIEF ROUTE US 377 [ PROPOSED 6 : 1 6 : 1 6 : 1 6 : 1 2 % ( T Y P . ) VA R I E S CLEAR ZONE 30' 64'-510' 45'-242' CLEAR ZONE 30' LANE AUX M AX 3 : 1 M AX 3 : 1 *PGL PGL* 48'-76' MEDIAN 40'-68' 4'-6' 232'-855' 0'-12' R.O.W. PROP./EXIST. R.O.W. PROP./EXIST. PGL T O S T A 498 + 00 . F R O M S T A 473 + 71 . 91 * B A S EL I N E P G L C ON T R O L S MIN 10' 10' MIN | SB US 377 | NB US 377 N.T.S. SHLD RAMP 14' 4' M AX 6 : 1 M AX 6 : 1 PGL ZONE CLEAR 16' ZONE CLEAR 16' | RAMP 2 . 0 % US 377 RELIEF ROUTE STA 473+71.91 TO STA 510+00 TYPICAL SECTION RAMP 2 % ( T Y P . ) VA R I E S 8'-10' N.T.S. 12' 12' 12' 12' SHLD LANE SB LANE SB LANE NB LANE NB 10' 10' SHLD 4' 4' R.O.W. PROP. R.O.W. PROP. RELIEF ROUTE US 377 [ PROPOSED 6 : 1 6 : 1 2 % ( T Y P . ) VA R I E S 2 % ( T Y P . ) VA R I E S 62'-154' 0'-12' LANE AUX 62'-235' 40' 48' MEDIAN 240'-482' PGL CLEAR ZONE 30' 6 : 1 CLEAR ZONE 30' 6 : 1 M AX 3 : 1 MIN 10' M AX 3 : 1 10' MIN STA 510+00 TO 551+00 US 377 RELIEF ROUTE 12' 12' 10' N.T.S. 4' 1' SHLD 1' LANE NB LANE NB 12' 10' 4' 1' SHLD 1' LANE SB 12' LANE SB RELIEF ROUTE [ PROPOSED US 377 51'-55' 3 . 2 % 3 . 2 % PGL OVER OLD GRANBURY RD US 377 BRIDGE SECTION 11500 8600 2900 11900 7700 US 377 SB US 377 NB 300 200 4200 100 300 2600 300 3900 300 4200 100 20 0 100 4000 BUS 377 15800 4000 3500 300 500 500 5400 200 10600 5900 16500 11800 200 200 500 400 5900 R OAD G R AN B U R Y O L D 400 4300 6100 5600 377 M A T CH L I NE S T A 55 1 + 00 M A T CH L I NE S T A 551 + 00 1,050 1,040 1,030 1,020 1,010 1,000 990 980 970 960 1,050 1,040 1,030 1,020 1,010 1,000 990 980 970 960 1,080 1,070 1,060 1,050 1,040 1,030 1,020 1,010 1,000 1,090 1,080 1,070 1,060 1,050 1,040 1,030 1,020 1,010 1,000 1,090 EL = 1,065.00' VPT 551+00.00 0 200 SCALE IN FEET 100 100 N S T A 525 + 00 M A T CH P RO F I LE ELE VA T I ON ROLL 1 OF 2 CSJ: 0080-11-001 L US 377 STA 473+71.91 PROPOSED US 377 RELIEF RTE BEGIN PROJECT C MATCH EXISTING PROPOSED SB US 377 CSJ: 0080-11-001 BEGIN CONSTRUCTION MATCH EXISTING PROPOSED NB US 377 CSJ: 0080-11-001 BEGIN CONSTRUCTION LEGEND 1000 2015 ADT 2035 ADT N.T.S. US 377 CRESSON RELIEF ROUTE TRAFFIC DATA LINE DIAGRAM 2000 MARCH 13, 2012 TRANSPORTATION PLANNING & PROGRAMMING DIVISION TEXAS DEPARTMENT OF TRANSPORTATION SOURCE: MANAGER LP LAND FUND OWNER: R42618 LAND FUND MANAGER LP OWNER: R96685 ETVIR LARRY G INGRAM, SHIRLEY JEAN OWNER: R05908 & MELISSA JO COULOMBE, SETH MARK OWNER: R05907 ETVIR LARRY G INGRAM, SHIRLEY JEAN OWNER: FAMILY LIMITED PARTNERS THRASH, CHRISTINE OWNER: R42622 PARTNERS FAMILY LIMITED CHRISTINE THRASH, OWNER: TOWERS, INC. AMERICAN OWNER: CLARK, TIM OWNER: R45644 ETUX GRACIE BISBEE, STEPHEN G OWNER: R94542 SARAH L TUCKER, OWNER: R94137 ETVIR LARRY G INGRAM, SHIRLEY JEAN OWNER: R05911 TRAVIS L GRIMSLEY, OWNER: R05914 & MARIE SUE GRAY, DAREK LOY OWNER: R92136 TRAVIS L GRIMSLEY, OWNER: R94136 TRAVIS L GRIMSLEY, OWNER: R98472 JAMES & JAN PENISTEN, OWNER: R05918 CRESSON CROSSROADS LLC OWNER: 45658 CRESSON CROSSROADS LLC OWNER: 45658 CRESSON CROSSROADS LLC OWNER: 45658 LLC CROSSROADS CRESSON OWNER: R100736 377 OF ACCESS BEGIN DENIAL OF ACCESS BEGIN DENIAL OF ACCESS END DENIAL OF ACCESS BEGIN DENIAL OF ACCESS BEGIN DENIAL OF ACCESS END DENIAL 377 B U S I NE SS L P R O P . U S3 77 C PGL W ELL S U R F A C E W ELL S U R F A C E W ELL S U R F A C E TRAFFIC DATA K FACTOR PERCENT TRUCKS OF DHV DIRECTIONAL DISTRIBUTION US 377 10.9 4.1% 59 - 41 DATED MARCH 13, 2012 TP&P DIVISION APPROVED BY TxDOT YEAR 2035 PROJECTIONS TRAFFIC VOLUMES BASED ON O l d G r a n b u r y R d 2% 2% PGL LANE 8' LANE 8' [ OLD GRANBURY ROAD N.T.S. TYPICAL SECTIONS PGL [ OLD GRANBURY ROAD 122' N.T.S. 27' 6 : 1 LANE 12' LANE 12' 6 : 1 M AX 3 : 1 VA R I E S VA R I E S MAX 3 : 1 COLUMN [ PROP COLUMN [ PROP PROPOSED OLD GRANBURY ROAD EXISTING OLD GRANBURY ROAD LANE 12' LANE 12' SHLD 10' SHLD 10' 27'
Transcript of US 377 Cresson Relief Routeftp.dot.state.tx.us/pub/txdot-info/ftw/us-377-schematic1.pdf ·...
EXIST. R.O.W.
EXIST. R.O.W.
NATURAL GAS
NATURAL GAS
NA
TU
RA
L
GA
S
NATURAL GAS
NATURAL GAS
NA
TU
RA
L
GA
S
NA
TU
RA
L
GAS
NA
TU
RA
L
GAS
NA
TU
RA
L
GA
S
NATURAL GAS
NA
TU
RA
L
GA
S
NATURAL GAS
NATURAL GAS
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OHE
OHE
OHE
OH
E
OH
E
OHE
OH
EO
HE
OHE
OHE
OHE
OH
E
OH
E
OH
E
475+00
480+00
485+00
490+00
495+00
500+00
505+00
510+00 515+00
520+00
525+00
530+00
535+00
540+00545+00
550+00
FORT WORTH DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
NASER ABUSAAD, PE, AICP
P.E. NO. 83200
CSJ NO. 0080-12-001
CSJ NO. 0080-11-001
50 MPH
35 MPH
FUNCTIONAL CLASSIFICATIONDESIGN SPEEDROADWAY TYPE
1/23/2014
4:51:31
PM
G:\2454.03_
Cresson-
US 377\
CA
DD\
Exhibits\
Public
Hearing_
AU
G2012\
US377_
PH_
EX
HB01.dgn
G:\2454.03_
Cresson-
US 377\
CA
DD\
PL
OT
TI
NG\
Exhibit_
Full
Size_
PD
F.plt
PL
T=
PREPARED UNDER THE SUPERVISION OF:
TBPE Firm Registration No. 6981
CIVIL ASSOCIATES, INC.
PUBLIC HEARING DISPLAY
US 377 65 MPH RURAL PRINCIPAL ARTERIAL
RAMPS RURAL PRINCIPAL ARTERIAL
CROSS STREETS COLLECTOR
BIDDING, AND OR PERMIT PURPOSES
NOT INTENDED FOR CONSTRUCTION,
AND POSSIBLE BENT/COLUMN LOCATIONS
PRELIMINARY STRUCTURE LIMITS
SHLDR
LANESTRAVEL
EXISTING RIGHT-OF-WAY
EXISTING PAVEMENT REMOVAL
PRELIMINARY PROPOSED RETAINING WALL
COUNTY LINE
EXISTING PROPERTY LINE
IMPROVEMENTS
PROPOSED STREET & DRIVEWAY
PROPOSED PAVEMENT-US 377 RELIEF ROUTE
PROPOSED RAMP
PROPOSED GORE
EXISTING PAVEMENT TO REMAIN
PROPOSED DRAINAGE STRUCTURE
DIRECTION OF TRAFFIC
PROPOSED RIGHT-OF-WAY
ASPHALT TRANSITION OVERLAY
EXISTING POWER LINEOHE
PROPOSED CONTROL-OF-ACCESS
LEGEND:
AERIAL PHOTOGRAPHY: WINTER 2011
HOOD & JOHNSON COUNTIES, TEXAS
PRELIMINARY - SUBJECT TO REVISION
US 377 CRESSON RELIEF ROUTE
Fall
Creek
Bra
nch Waln
ut
Creek
CROOK
BR
AD
DOCK
PIT
TS
BUR
GH
CLE
AR
VIE
W
FW
WR
GOF
OR
TH
Mc
DA
NIE
L
SHIP
PS
MCDANIEL
KELLY
GOFORTH
PATE
BE
AR CREE
K
BEN DAY MURRIN
FORT WORTH
Unity
Nolan
FW
WR
FWWR
WINSCOTT PLOVER
FWWR
FW
WR
WHEATLAND
LAKEVIEW
McDANIEL
BEN DAY-MURRIN
CIRCLECREEKWEST
CemeteryRadcliff
Day
RIDGESCENIC
CemeteryCresson
Goforth
FIELDBOURLAND
Dickeys
Bra
nch
SOUTH BE
AR
Creek
Bear
South
CREE
K
BE
AR
BEAR
CREEK
RIVE
R
TRINITY
FORK
CLEAR
CREEK
MUSTAN
G
CREEK
Fall
Creek
TEXAS
171
2331
3450
CemeteryCorn
1187
OLD
CLEARVIEWHILLS
TEXAS
171
377
1187
377OL
D GRANBURY
GRANBURY
CRESSON
(NOT TO SCALE)
PROJECT LOCATION MAP
PA
RK
ER
CO
HO
OD
CO
HOOD CO JOHNSON CO
JO
HN
SO
N
CO
TA
RR
AN
T
CO
TARRANT COPARKER CO
CSJ: 0080-11-001
[ STA 473+71.91
PROPOSED US 377 RELIEF RTE
BEGIN PROJECT
CSJ: 0080-12-001
[ US 377 STA 633+00.00
PROPOSED US 377 RELIEF RTE
END PROJECT
BEGIN CSJ: 0080-12-001
END CSJ: 0080-11-001
[ US 377 STA 595+09.72
PROPOSED US 377 RELIEF RTE
Texas
Department
of Transportation
R
All Rights Reserved
Transportation,
C 2014 By Texas Department of
BRIAN R. BARTH, P.E. DISTRICT ENGINEER
FEBRUARY 25, 2014
@ [ US377
EXISTING GROUND
@ [ US377
EXISTING GROUND
W25H = 991.04
W25
4-6'x3' MBC
PROPOSED
4'x3' MBC
PROPOSED
[ OLD GRANBURY ROAD
2:1
2:1
(+) 0.50%
@ [ US377
PROPOSED GRADE
125'80' 80'
STA 500+16.00
[ US377
BEGIN BRIDGE
STA 503+01.00
[ US377
END BRIDGE
@ [ US377
PROPOSED GRADE
CSJ: 0080-11-001
EL 1,005.00
[ STA 498+00.00
PROP. US 377 RELIEF RTE
BEGIN CENTERLINE PROFILE
END NB & SB BASELINE PROFILES
1004.30
H =
STA = 512+00.00
EL = 1,011.97'
(+) 0.50% (+) 1.59
%
L = 400.00'
K = 368
ex = 0.54'
EL
= 1,015.14'
VP
T 514
+00.00
(+) 1.59
%
EL
= 1,010.97'
VP
C 510
+00.00
@ | 377NB1
PROPOSED GRADE
(+)3.1
5% (-)2.331%
MA
TC
H
EXI
STI
NG
PA
VE
ME
NT
EL. 999.98
|
ST
A 475
+50.00
NB
MAI
NL
AN
E (377
NB1)
BE
GI
N
PR
OFI
LE
[ STA 498+00.00, 31.63' RT
= PROP. US 377 RELIEF RTE
EL. 1,006.00
| STA 498+00.00
NB MAINLANE (377NB1)
END PROFILE
(+)3.1
5%
(+)0.66%
EL
= 1,006.59'
VP
C 491
+00.00
EL
= 1,004.51'
VP
T 495
+00.00
EL
= 1,001.56'
VP
C 476
+00.00
EL
= 1,011.21'
VP
T 488
+00.00
EL = 1,020.46'
(+) 3.15%
(-) 1.54%
L = 1,200.00'
K = 256
ex = -7.04'
EL = 1,003.51'
(-) 1.54% (+) 0.50%
L = 400.00'
K = 196
ex = 1.02'
1,001.56
1,004.51
1,007.08
1,009.25
1,011.03
1,012.42
1,013.42
1,014.03
1,014.25
1,014.08
1,013.51
1,012.56
1,011.21
1,009.67
1,008.13
1,006.59
1,005.31
1,004.53
1,004.26
1,004.51
1,005.00
1,005.50
1,006.00
VPI STA = 493+00.00
VPI STA = 482+00.00
(+)
3.15
%
W25H = 991.04
4'x3' MBC
PROPOSED
(AS SHOWN ON AS-BUILT PLANS)
K = 130
L = 400'
EL = 976.93'
VPI STA 1323+50
EXISTING [ US 377
[ PROP. 377NB1 =
VPI STA 468+45.54
(AS SHOWN ON AS-BUILT PLANS)
K = 237
L = 1300'
EL = 1,019.46'
VPI STA 1337+00
EXISTING [ US 377
| PROP. 377NB1 =
VPI STA 481+95.54
MATCH EXISTING PAVEMENT
EL. 994.45
| STA 473+62.45
NB MAINLANE (377NB1)
BEGIN ASPHALT OVERLAY
|
377
NB1
PR
OP.
|
377
SB1
PR
OP.
@ | 377SB1
PROPOSED GRADE
@ | 377SB1
GROUND
EXISTING
MA
TC
H
EXI
STI
NG
PA
VE
ME
NT
EL. 1,003.42
|
ST
A 479
+00.00
SB
MAI
NL
AN
E (377
SB1)
BE
GI
N
PR
OFI
LE
EL = 1,008.22'
(+) 1.20% (-) 0.75%
L = 600.00'
K = 308
ex = -1.46'
VPI STA = 483+00.00
EL
= 1,004.62'
VP
C 480
+00.00
EL
= 1,005.98'
VP
T 486
+00.00
EL = 1,001.20'
(-) 0.75% (+) 0.50%
L = 400.00'
K = 321
ex = 0.62'
VPI STA = 492+40.00
EL
= 1,002.69'
VP
C 490
+40.00
EL
= 1,002.20'
VP
T 494
+40.00
(+) 1.20%
(+)2.7
5% (-)2.33%
(AS SHOWN ON AS-BUILT PLANS)
W25H = 991.04
4'x3' MBC
PROPOSED
K = 472
L = 2400'
EL = 1,020.00'
VPI STA 483+00
EXISTING US 377
| PROP. 377SB1 =
VPI STA 483+00
[ STA 498+00.00, 31.73' LT
= PROP. US 377 RELIEF RTE (US377)
EL. 1,004.00
| STA 498+00.00
SB MAINLANE (377SB1)
END PROFILE
1,003.42
1,004.62
1,005.66
1,006.37
1,006.76
1,006.82
1,006.56
1,005.98
1,005.23
1,004.49
1,003.74
1,002.99
1,002.30
1,001.90
1,001.80
1,002.02
1,002.50
1,003.00
1,003.50
1,004.00
@ [ US377
GROUND
EXISTING
500+00 505+00 510+00 515+00 520+00 525+00495+00490+00485+00480+00475+00
1,008.48
995.13
996.66
999.16
1,002.28
1,005.23
1,006.81
1,008.38
1,009.22
1,009.10
1,008.13
1,006.32
1,004.66
1,005.05
1,004.44
1,003.28
1,001.69
998.04
996.72
1,001.93
1,009.02
1,017.00
1,011.45
1,004.14
993.28
985.72
980.18
976.96
980.95
986.32
992.16
993.93
998.04
997.38
998.02
1,000.94
1,001.48
998.95
999.46
1,000.22
1,001.86
1,004.00
1,009.11
1,014.53
1,019.94
1,024.87
1,027.66
1,029.75
1,032.35
1,035.97
1,038.60
1,040.47
1,005.00
1,005.50
1,006.00
1,006.49
1,006.99
1,007.49
1,007.99
1,008.48
1,008.98
1,009.48
1,009.98
1,010.47
1,010.97
1,011.61
1,012.51
1,013.69
1,015.14
1,016.72
1,018.31
1,019.89
1,021.48
1,023.06
1,024.65
1,026.23
1,027.82
1,029.40
1,030.99
1,032.57
[
US 377
PR
OP.
525+00 530+00 535+00 540+00 545+00 550+00
1,040.47
1,042.65
1,044.35
1,046.60
1,048.97
1,051.08
1,050.54
1,047.85
1,047.22
1,047.32
1,046.84
1,045.14
1,044.98
1,045.09
1,045.29
1,045.51
1,045.90
1,046.90
1,047.23
1,047.27
1,047.75
1,048.27
1,048.28
1,049.36
1,047.18
1,045.44
1,044.36
1,032.57
1,034.16
1,035.74
1,037.33
1,038.78
1,039.96
1,040.86
1,041.50
1,042.00
1,042.50
1,043.00
1,043.50
1,044.00
1,044.50
1,045.00
1,045.50
1,046.00
1,046.50
1,047.00
1,047.72
1,048.87
1,050.47
1,052.50
1,054.97
1,057.87
1,061.22
1,065.00
STA = 530+00.00
EL = 1,040.50'
(+) 1.59
% (+) 0.50%
L = 400.00'
K = 369
ex = -0.54'
STA = 547+00.00
EL = 1,049.00'
(+) 0.50% (+)
4.00
%
L = 800.00'
K = 229
ex = 3.50'
(+) 0.50%
EL
= 1,041.50'
VP
T 532
+00.00
EL
= 1,037.33'
VP
C 528
+00.00
EL
= 1,047.00'
VP
C 543
+00.00
N.T.S.
12'12'12'12'
SHLD
LANE
SB
LANE
SB
LANE
NB
LANE
NB
10' 10'
SHLD
4'
RELIEF ROUTE
US 377
[ PROPOSED
6:16:1
6:16:1
2% (TYP.)
VARIES CLEAR ZONE
30'
64'-510'45'-242'
CLEAR ZONE
30'
LANE
AUX
MAX
3:1MAX
3:1
*PGLPGL*
48'-76' MEDIAN
40'-68'4'-6'
232'-855'
0'-12'
R.O.W.
PROP./EXIST.
R.O.W.
PROP./EXIST.
PGL
TO STA 498+00.
FROM STA 473+71.91
*BASELINE PGL CONTROLS
MIN
10'
10'
MIN
| SB US 377 | NB US 377
N.T.S.
SHLD
RAMP
14'4'
MAX6:1
MAX
6:1
PGL
ZONE
CLEAR
16'
ZONE
CLEAR
16'
| RAMP
2.0%
US 377 RELIEF ROUTE
STA 473+71.91 TO STA 510+00
TYPICAL SECTION
RAMP
2% (TYP.)
VARIES
8'-10'
N.T.S.
12'12'12'12'
SHLD
LANE
SB
LANE
SB
LANE
NB
LANE
NB
10' 10'
SHLD
4' 4'
R.O.W.
PROP.
R.O.W.
PROP. RELIEF ROUTE
US 377
[ PROPOSED
6:16:1
2% (TYP.)
VARIES
2% (TYP.)
VARIES
62'-154'0'-12'
LANE
AUX
62'-235' 40'
48' MEDIAN
240'-482'
PGLCLEAR ZONE
30'
6:1
CLEAR ZONE
30'
6:1MAX
3:1
MIN
10'
MAX
3:1
10'
MIN
STA 510+00 TO 551+00
US 377 RELIEF ROUTE
12'12'
10'
N.T.S.
4'1'
SHLD
1'
LANE
NB
LANE
NB
12'
10' 4' 1'
SHLD
1'
LANE
SB
12'
LANE
SB
RELIEF ROUTE
[ PROPOSED US 377
51'-55'
3.2%3.2%PGL
OVER OLD GRANBURY RD
US 377 BRIDGE SECTION
11500 8600
2900
11900 7700
US 377 SB
US 377 NB
300 200
4200
100300
2600
300
3900
300
4200
100 200
100
4000
BUS 377
15800
4000
3500
300
500
500
5400200
10600
5900
16500
11800
200
200
500
400
5900
RO
AD
GR
AN
BU
RY
OLD
400
4300
6100
5600
377
MA
TC
H LIN
E S
TA 5
51+00
MA
TC
H LIN
E S
TA 5
51+00
1,050
1,040
1,030
1,020
1,010
1,000
990
980
970
960
1,050
1,040
1,030
1,020
1,010
1,000
990
980
970
960
1,080
1,070
1,060
1,050
1,040
1,030
1,020
1,010
1,000
1,090
1,080
1,070
1,060
1,050
1,040
1,030
1,020
1,010
1,000
1,090
EL
= 1,065.00'
VP
T 551
+00.00
0 200
SCALE IN FEET
100 100
N
ST
A 5
25+00
MA
TC
H P
RO
FIL
E E
LE
VA
TIO
N
ROLL 1 OF 2
CSJ: 0080-11-001
L US 377 STA 473+71.91
PROPOSED US 377 RELIEF RTE
BEGIN PROJECT
C
MATCH EXISTING
PROPOSED SB US 377
CSJ: 0080-11-001
BEGIN CONSTRUCTION
MATCH EXISTING
PROPOSED NB US 377
CSJ: 0080-11-001
BEGIN CONSTRUCTION
LEGEND
1000 2015 ADT
2035 ADT
N.T.S.
US 377 CRESSON RELIEF ROUTE
TRAFFIC DATA LINE DIAGRAM
2000MARCH 13, 2012
TRANSPORTATION PLANNING & PROGRAMMING DIVISION
TEXAS DEPARTMENT OF TRANSPORTATION
SOURCE:
MANAGER LP
LAND FUND
OWNER:
R42618
LAND FUND MANAGER LP
OWNER:
R96685
ETVIR LARRY G
INGRAM, SHIRLEY JEAN
OWNER:
R05908
& MELISSA JO
COULOMBE, SETH MARK
OWNER:
R05907
ETVIR LARRY G
INGRAM, SHIRLEY JEAN
OWNER:
FAMILY LIMITED PARTNERS
THRASH, CHRISTINE
OWNER:
R42622
PARTNERS
FAMILY LIMITED
CHRISTINE
THRASH,
OWNER:
TOWERS, INC.
AMERICAN
OWNER:
CLARK, TIM
OWNER:
R45644
ETUX GRACIE
BISBEE, STEPHEN G
OWNER:
R94542
SARAH L
TUCKER,
OWNER:
R94137
ETVIR LARRY G
INGRAM, SHIRLEY JEAN
OWNER:
R05911
TRAVIS L
GRIMSLEY,
OWNER:
R05914
& MARIE SUE
GRAY, DAREK LOY
OWNER:
R92136
TRAVIS L
GRIMSLEY,
OWNER:
R94136 TRAVIS L
GRIMSLEY,
OWNER:
R98472
JAMES & JAN
PENISTEN,
OWNER:
R05918
CRESSON CROSSROADS LLC
OWNER:
45658
CRESSON CROSSROADS LLC
OWNER:
45658
CRESSON CROSSROADS LLC
OWNER:
45658LLC
CROSSROADS
CRESSON
OWNER:
R100736
377
OF ACCESS
BEGIN DENIAL
OF ACCESS
BEGIN DENIAL
OF ACCESS
END DENIAL
OF ACCESS
BEGIN DENIAL
OF ACCESS
BEGIN DENIAL
OF ACCESS
END DENIAL
377
BUSINESS
L PROP. US 377
C
PGL
WELL
SURFACE
WELL
SURFACE
WELL
SURFACETRAFFIC DATA
K FACTOR
PERCENT TRUCKS OF DHV
DIRECTIONAL DISTRIBUTION
US 377
10.9
4.1%
59 - 41
DATED MARCH 13, 2012
TP&P DIVISION
APPROVED BY TxDOT
YEAR 2035 PROJECTIONS
TRAFFIC VOLUMES BASED ON
Old
Gran
bury R
d
2%2%
PGL
LANE
8'
LANE
8'
[ OLD GRANBURY ROAD
N.T.S.
TYPICAL SECTIONS
PGL
[ OLD GRANBURY ROAD
122'
N.T.S.
27'
6:1
LANE
12'
LANE
12'
6:1
MAX3:1VARIES VARIES
MA
X
3:1
CO
LU
MN
[
PR
OP
CO
LU
MN
[
PR
OP
PROPOSED OLD GRANBURY ROAD
EXISTING OLD GRANBURY ROAD
LANE
12'
LANE
12'
SHLD
10'
SHLD
10'27'
