FM 158 S - BoardDocs

8' VARIES

LAINED SSECCA

Proposed Easement

2627 sq. ft.

Lot 25

Block 1

Lot 26

Block 1

Lot 27

Block 1

- record owner -

Pyarali H. Hirani

Lot 25 and part of

Lots 26 and 27

Vol. 5634, Pg. 264

(0.287 ac.-3907/54)

John F. Ettle

Addition No. 2

Vol. 98, Pg. 627

concrete slab

(store razed)

428 N Coulter

- record owner -

Cash D. Reed and

wife, Connie G. Reed

0.413 acres

Vol. 3436, Pg. 293

1505 E WJB Pkwy

Block 1

Revised Plat of

Welch's Addition

Vol. 121, Pg. 511

Proposed Easement

868 sq. ft.

- record owner -

Timothy L. Rawlings

North 145' of Lot 1

Vol. 9020, Pg. 142

Block 4

1525 E WJB Pkwy

Proposed Easement

1008 sq. ft.

Block 4

Revised Plat of

Welch's Addition

Vol. 121, Pg. 511

- record owner -

Melba Ann Carroll, Joel Ray

Tubbs and Betty Lou Tubbs

Vol. 449, Pg. 872

1541 E WJB Pkwy

Proposed 10' Easement

802 sq. ft.

848 sq. ft.

Block 4

- record owner -

Reva C. Hancock

North 1/2 of Lot 3

Vol. 11094, Pg. 12

1557 E WJB Pkwy

Revised Plat of

Welch's Addition

Vol. 121, Pg. 511

1565 E WJB Pkwy

1258 sq. ft.

- record owner -

J. Cole Potter and

spouse, Brenda A. Potter

0.72 acre

Vol. 3600, Pg. 78

Block 2

Miracle Place

Subdivision

Vol. 3176, Pg. 299

Block 2

Nallhill Sub-division

Vol. 126, Pg. 641

Street

50' rig

e (priv

24' rig

Reserved Commercial

12,035 sq.ft. tract

Block 2

Block 1

Lot 10

Block 1

Lot 11

Block 1

Lot 12

Block 1

Lot 13

Block 1

- record owner -

Pearl Remstedt (Life Estate)

(rem. of) Lot 13 and

20' of Lot 12

Vol. 3297, Pg. 160

Rose Hill Addition

Vol. 38, Pg. 360

1723 E WJB Pkwy

677 sq. ft.

Block 2

Rose Hill Addition

Vol. 38, Pg. 360

(F.M. 158 - formerly Nall Lane)

90' right-of-way

William Joel Bryan Parkway

old Nall Lane R.O.W. line =

Rose Hill Addn. boundary

- record owner -

Arture A. Lopez and

wife, Beatrice G. Lopez

0.51 acre

Vol. 1048, Pg. 89

1050 sq. ft.

1719 E WJB Pkwy

- record owner -

Patrick J. Kasper

and Barbara B. Kasper

rem. of 45' of Lot 11

and 30' of Lot 12

Vol. 1267, Pg. 114

750 sq. ft.

- record owner -

David I. Bonilla

rem. of Reserve Commercial

Tract (in Block 2)

Vol. 10531, Pg. 11

741 sq. ft.

1709 E WJB Pkwy

Sims Addition

Vol. 304, Pg. 659

1715 E WJB Pkwy

Block 2Lot 1

Block 2

1605 E WJB Pkwy

- record owner -

Charles E. Sonntag IV

and Patricia Sonntag

rem. of Lots 1, 2 & 3

Vol. 12596, Pg. 290

Street

50' rig

1183 sq. ft.

(F.M. 158 - formerly Nall Lane)

90' right-of-way

William Joel Bryan Parkway

old Nall Lane R.O.W. line =

Nallhill Subd. boundary

Proposed Easement

1231 sq. ft.

- record owner -

New Praise and Worship

Center of Bryan, Texas

0.419 acre

Vol. 10372, Pg. 8

Reserved Commercial

11,877 sq.ft. tract

Block 1

1701 E WJB Pkwy

existing 50 sq.ft.

Electrical Easement

vol. 2916, pg. 321

523 N Coulter Dr.2-story house

Vol. 9714, Pg. 197

part of Lots 3 & 4

rem. of 0.2509 ac.

Rose Marie Vessels- record owner -

Vol. 4981, Pg. 163

part of Lots 3, 4, 5 & 6

1.23 acresSt. Joseph Reg

ional Health Center- record owner -

Vol. 36, Pg. 5Rohde's Addition

Block D

519 N Coulter Dr.house

Vol. 11155, Pg. 202

part of Lots 5 & 6

and Lisa A. GibsonWilliam Lewis Gibson- record owner -

1530 E WJB Pkwyoffice building

Vol. 4981, Pg. 163

part of Lots 3, 4, 5 & 6

1.23 acresSt. Joseph Reg

ional Health Center- record owner -

described in Vol. 128, Pg. 249

part of Lots 1 & 2

(inherited from Wright estate)Charles W. Siegert esta

te - record owner -

Block F

Vol. 11344, Pg. 268

Bridget K. LegeStephen M. Lege and

see Contract for Deed to:

Vol. 11083, Pg. 118

part of Lots 1 & 2

Brincalcade, Ltd.

- record owner -

Vol. 6597, Pg. 126

Olegario Sanchez

see Contract for Deed to:

Vol. 4612, Pg. 169

part of Lots 1 & 2

John Boegner- record owner -

Vol. 14328, Pg. 106

part of Lots 1 & 2

called 0.198 ac.

Kanon Church, Inc.

- record owner -

Block F

Vol. 6130, Pg. 70

part of Lots 6, 7 & 8

0.919 ac.Kanon Bible Ch

urch, Inc.- record owner -

(Quitclaim Deed)Vol. 959, Pg. 359part of 20' Alley

272 sq. ft.Lester A. Nance

- record owner -

Vol. 916, Pg. 242

Lots 1, 2 & 3City of Bryan

- record owner -

+00.00

+01.80

+61.11

+35.17

+20.51

+63.88

+59.18

+09.18

+15.44

+62.63

+94.08

+52.61

+00.00

+19.41

+68.65

+93.65

+99.47

+63.25

C 26+56.42

+13.45

C 28+08.45

+08.01

+47.02

+12.14

+63.07

+54.06

PRC 53

+79.58

+44.22

+69.22

+69.43

+80.00

+00.00

PC 123

+19.41

PT 123

+76.80

PC 124

+01.80

PT 124

+94.31

PC 125

+49.80

PRC 126+49.52

+88.21

PT 127+90.76

PC 130+80.03

PT 134

+41.35

PC 142

+46.81

PT 143

+29.57

PC 149

+46.27

C 150+57.37

PT 151

+43.98

PC 152

+13.56

+59.39

PT 153

+89.01

PC 154

+78.07

PT 156

+18.49

+53.22

+00.00

+84.93

+88.06

+06.34

+09.47

+66.54

+94.11

+69.02

+97.47

+80.00

POT 20

205+00

PT 205

+72.51

PC 205

+97.51

PT 209+48.54

POT 209+74.93

125+00

130+00

135+00

140+00

145+00

155+00

70+0075+00 80+00

100+00

OakGrove

YBRYANS

Feather

BURTON

Oakwood

Henderson

Bonham

Tanglewood

Cemetery

Mt Calvary

Cemetery

Grandview

Cemetery

Bryan City

Academy

Thomas Park

Travis

Golf Course

Bryan Municipal

Cemetery

Boonville

County

Brazos

Club Lake

Country

Park Cem

Memorial

Departm

Transportatio

LOCATION

PROJECT

Texas Department of Transportation

DISCLAIMER

Departm

Transportatio

VICINITY MAP

5/30/20

COUNTY

BRAZOS

TEXAS COUNTY MAPN.T.S.

BRYAN DISTRICT

5/30/2019

5/30/20

BRAZOS COUNTY

PRELIMINARY DESIGN SCHEMATIC

TxDOT.

DECEMBER 16, 2014, AND EXECUTED BY FHWA AND

MEMORANDUM OF UNDERSTANDING DATED

TxDOT PURSUANT TO 23 U.S.C. 327 AND A

ARE BEING, OR HAVE BEEN, CARRIED-OUT BY

FEDERAL ENVIRONMENTAL LAWS FOR THIS PROJECT

OTHER ACTIONS REQUIRED BY APPLICABLE

THE ENVIRONMENTAL REVIEW, CONSULTATION, AND

RELATIVE LOCATION OF BOUNDARIES.

SURVEY AND REPRESENTS ONLY THE APPROXIMATE

IT DOES NOT REPRESENT AN ON-THE-GROUND

SURVEY PURPOSES.

AND IS NOT PREPARED FOR ENGINEERING OR

THIS DOCUMENT IS FOR INFORMATIONAL PURPOSES

T:\0170000439_

FM_158\

wings\

FM158 -

matic_01.dgn

0 3000 6000

BUS6 6

STA. 0+30

CSJ: 0212-03-050

BEGIN PROJECT

FM 158

0212-0

FM 158 - OTHER PRINCIPAL ARTERIAL

FUNCTIONAL CLASS:

FM 158 - URBAN STREET

HIGHWAY TYPE:

DESIGN SPEED:

CSJ: 0212-03-050

FM 158 IMPROVEMENT SCHEMATIC

TOTAL PROJECT LENGTH: 2.5 MILES

FM 158

CSJ: 0

SH 6 BUSINESS (N TEXAS AVE)

STA. 100+32

CSJ: 0212-03-050

END PROJECT

NOT A BIDDING DOCUMENT

100% SUBMITTAL

2037 ADT = 46,800 VEH/DAY

2017 ADT = 36,557 VEH/DAY

FM 158 - VILLA MARIA RD TO SH6 SB FR:

2037 ADT = 17,980 VEH/DAY

2017 ADT = 12,840 VEH/DAY

FM 158 - SH6 BUS TO E VILLA MARIA RD:

TRAFFIC DATA:

35 MPHTO SH 6 SB FRONTAGE ROAD:

FM 158 FROM E VILLA MARIA RD

30 MPH TO E VILLA MARIA RD:

FM 158 FROM SH 6 BUSINESS (N TEXAS AVE)

SH 6 SB FRONTAGE ROAD

ROLL 1 OF 1

PREPARED BY BINKLEY & BARFIELD INC

LICENSE NO. 97419

BRANDON M. BOATCALLIE, P.E.

TRAVEL LANE

VARIESVARIES

63' BC-BC

TRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANETRAVEL LANE

VARIESVARIES

63' BC-BC

VARIESVARIES

63' BC-BC

TRAVEL LANE TRAVEL LANE TRAVEL LANEMEDIAN

33' BC-BC

TRAVEL LANE TRAVEL LANEPARKING

TRAVEL LANE

TRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANE

TRAVEL LANE

TRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANE TURN LANE TRAVEL LANE

VARIES

SIDEWALKTRAVEL LANE TRAVEL LANE TRAVEL LANEMEDIAN

VARIES

TURN LANE

TRAVEL LANE

VARIESVARIES

64' BC-BC

SIDEWALKTRAVEL LANE TRAVEL LANE TRAVEL LANETURN LANE

6'2'12'12'12'12'12'2'6'

SIDEWALK

[ N TEXAS AVE

N TEXAS AVE EXISTING TYPICAL SECTION

SIDEWALK

TRAVEL LANE TRAVEL LANE

[ N COULTER DR

N COULTER DR EXISTING TYPICAL SECTION

6'14'14'6'

BIKE LANEBIKE LANE

40' BC-BC

TRAVEL LANE

[ E VILLA MARIA RD

E VILLA MARIA RD EXISTING TYPICAL SECTION

60' BC-BC

TRAVEL LANE

SIDEWALKTURN LANESIDEWALK

[ NASH DR

NASH DR EXISTING TYPICAL SECTION

MEDIAN TURN LANE TURN LANE

TRAVEL LANETRAVEL LANE

SIDEWALK

2'12'12'10'2'10'2'14'2'

66' BC-BC

FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION

FM 158 EXISTING TYPICAL SECTIONFM 158 EXISTING TYPICAL SECTION

FM 158 EXISTING TYPICAL SECTION

FM 158 EXISTING TYPICAL SECTION FM 158 EXISTING TYPICAL SECTION

TRAVEL LANE

VARIESVARIES

SIDEWALKTRAVEL LANE TRAVEL LANETRAVEL LANE

SHARED USE PATH

FM 158 PROPOSED TYPICAL SECTION

TURN LANE MEDIAN

W TRAVEL LANE TRAVEL LANESIDEWALK SHARED USE PATH TRAVEL LANE

VARIESVARIES

TRAVEL LANE TRAVEL LANETRAVEL LANESHARED USE PATH

MEDIAN

90' R.O.W.

SIDEWALK

TRAVEL LANE

VARIESVARIES

SIDEWALKTRAVEL LANE TRAVEL LANETRAVEL LANESHARED USE PATH

MEDIAN

90' R.O.W.

51' BC-BC

TRAVEL LANE

VARIESVARIES

SHARED USE PATH

TURN LANE

90' R.O.W.

65' BC-BC

WB FM 158 PROPOSED TYPICAL SECTIONEB FM 158 PROPOSED TYPICAL SECTION

WTRAVEL LANETRAVEL LANESHARED USE PATH

80' R.O.W.

TRAVEL LANE

VARIESVARIES

SHARED USE PATH MEDIAN

100' R.O.W.

TRAVEL LANE

VARIESVARIES

TRAVEL LANE TRAVEL LANETRAVEL LANE

SHARED USE PATH

SIDEWALK

100' R.O.W.

TRAVEL LANE

VARIESVARIES

TRAVEL LANE TRAVEL LANETRAVEL LANE

SHARED USE PATH

MEDIAN

SIDEWALK

TURN LANE

VARIES

TRAVEL LANE TURN LANETRAVEL LANE TRAVEL LANE TRAVEL LANE

VARIES

MEDIAN

100' R.O.W.

61' BC-BC

VARIES

TRAVEL LANETURN LANE TRAVEL LANETRAVEL LANETRAVEL LANE

VARIES

100' R.O.W.

MEDIAN

VARIES

TRAVEL LANETRAVEL LANETRAVEL LANETRAVEL LANE

VARIES

100' R.O.W.

MEDIANTURN LANE TURN LANE

23' BC-BC23' BC-BC

65' BC-BC

61' BC-BC 61' BC-BC

100' R.O.W.

(BAKER TO PARK)

EB FM 158 EXISTING TYPICAL SECTION

WB FM 158 EXISTING TYPICAL SECTION

VARIES

(FREEMAN TO DILLON)

VARIESVARIES

90' R.O.W.

(DILLON TO VILLA MARIA)

VARIESVARIES

SIDEWALK

100' R.O.W.

VARIES VARIES

VARIESVARIES

100' R.O.W.

80' R.O.W.60' R.O.W.

100' R.O.W.

4'3'2'11'11'12'11'11'2'6'4'

TY II C&G (TYP)TY II C&G (TYP)

TY II C&G (TYP)

TY II C&G (TYP) TY II C&G (TYP)TY II C&G (TYP)

(TEXAS TO N HOUSTON)(N HOUSTON TO BAKER)

(THRU PARK TO FREEMAN)

(VILLA MARIA TO LONG)

1'12'12'12'12'12'1'14'6' 4'4' 1'12'12'12'12'12'1' 4'

4' 1'12'12'1'10'1'12'12'1' 4' 4' 8' 11' 11' 2' 4'

33' BC-BC

TRAVEL LANETRAVEL LANE PARKING

VARIES

4'8'11'11'2'

TY II C&G (TYP)

VARIES

63' BC-BC

4' 1'12'12'12'12'12'1' 4'

TRAVEL LANE

VARIESVARIES

90' R.O.W.

TY II C&G (TYP)

63' BC-BC

4' 1'12'12'12'12'12'1' 4'

64' BC-BC

VARIES 80'-100' R.O.W.

1.5'12'12'12'12'12'1.5'

76' BC-BC

1.5'12'12'12'12'12'12'1.5' 6'VARIES4' VARIES

64' BC-BC

4'-6'5'-3'

VARIES VARIES

VARIES 64'-91' BC-BC

6'4' VARIES

STA 0+30 TO STA 3+35STA 3+35 TO STA 22+80

100' R.O.W.

STA 23+00 TO STA 25+40 STA 25+40 TO STA 57+80

STA 125+40 TO STA 156+50

STA 58+00 TO STA 66+85

[ FM 158 W [ FM 158 W

[ FM 158 W

VARIES 47'-70' R.O.W.VARIES 54'-70' R.O.W.

VARIES 100'-140' R.O.W.

8'VARIES

0'-6'8'VARIES

| FM 158 N

6' VARIES

| FM 158 S

VARIES10'

[ FM 158 E

6'VARIES

[ FM 158 E

1'11'11'VARIES 0'-12'1'-4'15'

1'11'11' 6'VARIES

0'-16'

10' VARIES VAR 6'

[ FM 158 E

TURN LANE TURN LANE

TURN LANE

[ FM 158 E [ FM 158 E

[ FM 158 W[ FM 158 W

[ FM 158 W | FM 158 N

| FM 158 S

[ FM 158 E [ FM 158 E

[ FM 158 E

[ FM 158 E [ FM 158 E [ FM 158 E

VARIES 54' TO 70' R.O.W.

VARIES 100'-140' R.O.W.

10' 6' 6'VARIES

SIDEWALK0'-6'

STA 0+30 TO STA 6+69.18

STA 13+21.59 TO STA 16+45.63

STA 66+77.02 TO STA 70+34.53

EB FM 158 PROPOSED TYPICAL SECTION

VARIES

| FM 158 S

0'-20'

VARIES

STA 127+90.76 TO STA 149+46.27

STA 125+28.34 TO STA 127+90.76

STA 149+46.27 TO STA 154+09.60

TRAVEL LANE TRAVEL LANESIDEWALK

WB FM 158 PROPOSED TYPICAL SECTION

VARIES

| FM 158 N

6' VARIES

VARIES

STA 25+40.71 TO STA 28+80.45

10'VARIES

STA 28+80.45 TO STA 52+09.91

STA 52+09.91 TO STA 55+14.88

1'11'11'1'4'1'12'11'11'1'

TRAVEL LANE

42-30' BC-EOP

TRAVEL LANE

R.O.W. VARIES R.O.W. VARIES

4' VARIES 12'-0' 12' 12' 2'

STA 200+38.90 TO STA 202+09.30 STA 202+09.30 TO STA 209+74.93

FM 158 W - STA 16+45.63 TO STA 22+80.00

FM 158 W - STA 6+69.18 TO STA 13+21.59

PGL RT, FM 158 S - STA 123+00.00 TO STA 125+28.34

PGL LT, FM 158 N - STA 23+00.00 TO STA 25+40.71

FM 158 E - STA 58+00.00 TO STA 64+87.52

PGL RT, FM 158 S - STA 154+09.60 TO STA 156+53.22

PGL LT, FM 158 N - STA 55+14.88 TO STA 57+80.00

STA 64+87.42 TO STA 66+77.02

STA 70+34.53 TO STA 74+71.54 STA 74+71.54 TO STA 78+22.26STA 78+22.26 TO STA 81+92.84 STA 81+92.84 TO STA 89+88.97

STA 89+88.97 TO STA 91+06.26

STA 91+06.26 TO STA 95+05.95 STA 95+05.95 TO STA 99+57.95

(THRU PARK TO FREEMAN)

(LONG TO 78+60)

1.5'12'12'12'27'12'12'1.5'1.5'12'12'12-27'12'12'1.5'

STA 98+54 TO END

R.O.W. VARIES

STA 200+38.90 TO STA 209+74.93

4' 11' 11' 2'

6'28.5' BC-EOP

R.O.W. VARIES

SIDEWALK/

6'-10'VARIES

6'-4.5'

10' VARIES

4.5'-0'

6'VARIES

10' VARIES

0'-12' 16'-6'

10' VARIES

VARIES 6'

TY II C&G (MOD)(TYP)

4' 12' 12' 1' 2' 1' 12' 1'1'11'12'11'1'VARIES 20'-29'1'11'11'1' 6'2'-6'

0'-1' 0'-1'

MEDIAN MEDIAN

HOODED LEFT

81' BC-BC

6'2'-6'1'11'12'11'1'0'-4' 0'-10' 20'-4'1'11'11'1'

1'0-11'11'-12'11'1'4'-12'VARIES

1'12-0'11'11'1'

SIDEWALK SIDEWALK SIDEWALK SIDEWALK

SIDEWALK SIDEWALK

EXIST [ SH 6 SB FRONTAGE RD

SH 6 SB FRONTAGE RD EXISTING TYPICAL SECTION

| SH 6 SB FRONTAGE RD

SH 6 SB FRONTAGE RD PROPOSED TYPICAL SECTION

| SH 6 SB FRONTAGE RD

SH 6 SB FRONTAGE RD PROPOSED TYPICAL SECTION

11'11'11' 11'

11'11'VARIES 0'-12'4'12'11'11' 11'11'VARIES 4'-16'12'11'11'

11' 11' 16'-4'VARIES

12' 11' 11'

VARIES 12'-14'VARIES 12'-14'

VARIES 12'-14' VARIES 12'-14'

11'11'6-23'11'11' VARIES 11'-12'VARIES 11'-12'VARIES 6'-15'VARIES 11'-12'VARIES 11'-12'

TY II C&G (MOD)(TYP)TY II C&G (MOD)(TYP)

TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP)

TY II C&G (MOD)(TYP)TY II C&G (MOD)(TYP) TY II C&G (MOD)(TYP)

TY II C&G (MOD)(TYP)

TY II C&G (MOD)(TYP)TY II C&G (MOD)(TYP)TY II C&G (MOD)(TYP)TY II C&G (MOD)(TYP)

371.50

369.94

368.73

367.29

365.67

364.16

362.40

360.78

359.18

357.25

355.20

353.27

350.99

348.58

346.84

345.19

343.91

342.61

341.47

340.66

339.38

338.16

STA = 1+60.00

EL = 370.53'

(-)1.8000 %

(-)1.2500 %

STA = 3+85.00

EL = 367.72'

(-)1.2500 %

(-)1.6000 %

STA = 8+50.00

EL = 360.28'

(-)1.6000 %

(-)1.9500 % STA = 11+60.00

EL = 354.23'

(-)1.9500 %

(-)2.3500 %

STA = 13+85.00

EL = 348.94'

(-)2.3500 %

(-)1.5500 %

STA = 17+55.00

EL = 343.21'

(-)1.5500 %

(-)1.0000 %

STA = 20+55.00

EL = 340.21'

(-)1.0000 %

(-)1.5500 %

371.61

370.03

368.78

367.48

365.88

364.28

362.68

361.08

359.30

357.35

355.40

353.29

350.94

348.71

347.16

345.61

344.06

342.76

341.76

340.76

339.51

337.96

336.14

335.47

334.11

333.62

333.60

334.16

335.04

334.78

334.13

333.07

332.43

331.99

332.51

333.20

334.68

335.97

337.14

338.06

339.13

339.61

340.77

342.08

342.14

341.31

339.73

337.40

334.98

333.14

331.93

330.52

328.25

328.09

327.34

327.91

STA = 26+30.00

EL = 334.04'

(-)0.7725 %(-)0.6000 %

STA = 27+80.00

EL = 333.14'

(+)1.0500 %

L = 90.00'

K = 55

ex = 0.19'

STA = 30+30.00

EL = 335.77'

(+)1.0500 % (-)0.8750 %

L = 172.87'

K = 90

ex = -0.42'

STA = 35+15.00

EL = 331.52'

(-)0.8750 % (+)1.1500

L = 275.00'

K = 136

ex = 0.70'

STA = 42+40.00

EL = 339.86'

(+)1.1500

%(+)0.90

STA = 46+55.00

EL = 343.59'

(+)0.9000 %

(-)2.4500 %

L = 344.86'

K = 103

ex = -1.44'

STA = 50+40.00

EL = 334.16'

(-)2.4500 %

(-)1.8000 %

STA = 54+65.00

EL = 326.51'

(-)1.8000 %(+)0.6000

L = 91.91'

K = 38

ex = 0.28'

+35.00

= 333.41'

+25.00

= 333.61'

+43.57

= 334.86'

+16.43

= 335.01'

+77.50

= 332.72'

+52.50

= 333.10'

+82.57

= 342.04'

+27.43

= 339.37'

+19.04

= 327.34'

+10.96

= 326.79'

335.82

335.04

334.27

333.62

333.41

334.40

335.27

335.14

334.28

333.40

332.55

332.21

332.60

333.65

334.80

335.95

337.10

338.25

339.40

340.40

341.30

342.18

342.43

341.70

340.00

337.59

335.14

333.08

331.28

329.48

327.68

326.74

327.32

327.92

335.65

334.88

334.72

332.59

331.68

330.89

330.78

330.11

328.11

327.88

328.36

328.33

327.22

325.15

323.39

322.67

323.10

323.38

324.24

325.39

326.80

328.54

330.45

332.39

333.54

332.59

330.77

330.00

328.32

328.08

328.58

328.10

328.02

STA = 126+75.00

EL = 332.84'

(-)1.0000 %(-)0.6000 %

STA = 131+00.00

EL = 330.29'

(-)0.6000 %

(-)1.9500 %

L = 90.00'

K = 67

ex = -0.15'

STA = 132+35.00

EL = 327.66'

(+)0.6000 %

L = 100.00'

K = 39

ex = 0.32'

STA = 135+00.00

EL = 329.25'

(+)0.6000 %

(-)2.0000 %

L = 250.00'

K = 96

ex = -0.81'

STA = 139+00.00

EL = 321.25'

(-)2.0000 %(+)1.1

L = 450.00'

K = 145

ex = 1.74'

STA = 143+80.00

EL = 326.53'

(+)1.1000 %

(+)1.850

STA = 148+00.00

EL = 334.30'

(+)1.850

0 % (-)1.6485 %

L = 175.00'

K = 50

ex = -0.77'

STA = 152+90.00

EL = 326.22'

(-)1.6485 %(+)0.6000

L = 250.00'

K = 111

ex = 0.70'

+55.00

= 330.56'

+45.00

= 329.41'

+85.00

= 328.63'

+85.00

= 327.96'

+75.00

= 328.50'

+25.00

= 326.75'

+75.00

= 325.75'

+25.00

= 323.72'

+12.50

= 332.68'

+87.50

= 332.86'

+65.00

= 328.28'

+15.00

= 326.97'

336.59

335.59

334.59

333.59

332.69

332.09

331.49

330.89

330.14

328.37

328.05

328.62

328.44

327.22

325.27

323.79

322.99

322.89

323.47

324.55

325.65

326.90

328.75

330.60

332.45

333.53

332.65

331.00

329.35

327.76

326.87

326.89

327.48

328.08

328.57

330.49

333.12

335.21

337.34

339.20

340.51

341.19

340.47

338.53

336.76

334.93

333.03

333.32

333.97

334.95

336.09

337.91

339.25

340.43

340.91

341.04

340.69

340.32

340.04

340.07

339.90

339.77

339.71

339.57

339.34

338.41

337.19

335.83

334.82

334.19

333.73

333.13

333.05

333.41

334.07

336.02

337.20

340.01

STA = 64+70.00

EL = 343.02'

(+)2.1

000 % (-)1.8500 %

L = 400.00'

K = 101

ex = -1.97'

STA = 70+45.00

EL = 332.39'

(-)1.8500 % (+)1.2500

L = 250.00'

K = 81

ex = 0.97'

STA = 77+60.00

EL = 341.32'

(+)1.2500

%(-)0.1700 %

L = 300.00'

K = 211

ex = -0.53'

STA = 88+15.00

EL = 339.53'

(-)0.1700 %(-)1.3000 %

L = 265.64'

K = 235

ex = -0.38'

STA = 91+75.00

EL = 334.85'

(-)1.3000 %(-)0.6000 %

STA = 96+50.00

EL = 332.00'

(-)0.6000 % (+)1.4000

L = 450.00'

K = 225

ex = 1.12'

+70.00

= 338.83'

+70.00

= 339.32'

+20.00

= 334.70'

+70.00

= 333.95'

+10.00

= 339.45'

+10.00

= 341.07'

+82.18

= 339.76'

+47.82

= 337.80'

+25.00

= 333.35'

+75.00

= 335.15'

335.26

337.36

339.41

340.72

341.04

340.38

338.77

336.92

335.07

333.62

333.38

334.32

335.57

336.82

338.07

339.32

340.38

340.97

341.08

340.92

340.75

340.58

340.41

340.24

340.07

339.90

339.72

339.26

338.38

337.13

335.83

334.70

334.10

333.50

333.03

332.98

333.38

334.23

335.50

STA = 58+50.00

EL = 329.20'

(+)1.600

(+)2.9

L = 90.00'

K = 69

ex = 0.15'

STA = 59+50.00

EL = 332.11'

(+)2.9

(+)2.1

L = 90.00'

K = 112

ex = -0.09'

+05.00

= 328.48'

+95.00

= 330.51'

+05.00

= 330.80'

+95.00

= 333.05'

328.40

330.65

333.16

0' 100'50'25'HORZ

VERT 0' 5' 10'

10+00 15+00 25+00 130+00 135+00 140+00 145+00 150+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+000+00 5+00 100+00

30+00 35+00 40+00 45+00 50+00

0' 100'50'25'HORZ

VERT 0' 5' 10'

0' 100'50'25'HORZ

VERT 0' 5' 10'

0' 100'50'25'HORZ

VERT 0' 5' 10'

EXIST ROW

155+00

SUE HASWELL PARKSUE HASWELL PARK

US POST OFFICEUS POST OFFICE

RACEWAYPOWER STATION

CITY OF BRYAN

DOLLAR GENERALDOLLAR GENERAL

BUSINESS

POWER STATION

CITY OF BRYAN

STA 0+30CSJ: 0212-03-050BEGIN PROJECT

RACEWAY

E 26TH STE 26TH ST

E 24TH STE 24TH ST

ONE ST

E 24TH ST

E 23RD STE 23RD ST

HENRY STHENRY ST

ETTLE STETTLE ST

ROSE STROSE ST

[ SH6 SBFR

[ FM 158 W

| FM 158 N

| FM 158 S

[ FM 158 E

| FM 158 S

| FM 158 N| FM 158 N

[ FM 158 W

PROP 10' SHARED-USE PATH

PROP 6' SIDEWALK

EXIST ROW

BRIAR CREEK

PROPOSED

EXISTING TO REMAIN

FM 158 W

FM 158 S

FM 158 EFM 158 N

FM158_S_12

FM158_S_11

FM158_S_10

FM158_S_9

FM158_S_8

FM158_S_7

FM158_S_6

FM158_S_4

FM158_S_5

FM158_S_3

FM158_S_2

FM158_N_12

FM158_N_11

FM158_N_10

FM158_N_9

FM158_N_8 FM158_N_7

FM158_N_6

FM158_N_5

FM158_N_4

FM158_N_3

FM158_W_4

FM158_W_3

FM158_W_2

FM158_W_1

FM158_E_5

FM158_E_4

FM158_E_3

FM158_E_2

FM158_E_1

SH6_SBFR_1

SH6_SBFR_2

PROP 6' SIDEWALK

PROPOSED RIGHT-OF-WAY(ROW)

PROPOSED TRAFFIC FLOW

STA 100+32CSJ: 0212-03-050END PROJECT

CURVE NUMBERXXXX_X

PROPOSED

NG @ [ FM 158 W

NG @ | FM 158 N

NG @ | FM 158 S

NG @ [ FM 158 E

PROP ROW

ADD PROP PED SIGNALS

TO REMAIN

EXIST TRAFFIC SIGNAL

PROP 8' SIDEWALK

FM158_N_13

PROP 6' SIDEWALK

PROP ROW

PROP ESMT

PROPOSED

125+00

FM158_N_1

FM158_N_2

FM158_S_1

PROP 6' SIDEWALK

DRIVEWAY REMOVAL

PGL @ [ FM 158 W

NG @ [ FM 158 W

PGL @ | FM 158 N

NG @ | FM 158 N

PGL @ | FM 158 S

NG @ | FM 158 S

PGL @ [ FM 158 E

NG @ [ FM 158 E

BEGIN FM 158 S, STA 123+00.00

BEGIN FM 158 N, STA 23+00.00

END FM 158 W, STA 22+80.00

BEGIN FM 158 E, STA 58+00.00

END FM 158 S, STA 156+53.22

END FM 158 N, STA 57+80.00

PROP 8' SIDEWALK

PROP 6' SIDEWALK

OP 10' S

PROP 6' SIDEWALK

STA 0+30.33, ELEV = 372.86

STA 22+80.00, ELEV = 336.72

STA 23+00.00, ELEV = 336.59

STA 57+80.00, ELEV = 328.40

STA 123+00.00, ELEV = 336.59

STA 156+53.22, ELEV = 328.40

ELEV = 328.40

STA 58+00.00,

ELEV = 336.31STA 99+58.00,

BOLLARDS

PROPOSED

EXISTING RIGHT-OF-WAY(ROW)

(BY OTHERS)

PATH CONNECTION

FUTURE SHARED-USE

E VILLA MARIA RD TO SH 6 FR)

(35 MPH DESIGN SPEED FROM

BUSINESS TO E VILLA MARIA RD)

(30 MPH DESIGN SPEED FROM SH 6

(OTHER PRINCIPAL ARTERIAL)(3)

PROPOSED FM 158

(15-30 MPH DESIGN SPEED)

PROPOSED DUAL LANE ROUNDABOUTS

(45 MPH DESIGN SPEED)

(OTHER PRINCIPAL ARTERIAL)(3)

PROPOSED SH6 BUSINESS (N TEXAS AVE)

(MINOR ARTERIAL)(4)

PROPOSED E VILLA MARIA RD

(MAJOR COLLECTOR)(5)

PROPOSED N COULTER DRIVE

PROPOSED NASH DR

PROPOSED SH6 SB FRONTAGE ROAD

PROPOSED LOCAL ROAD

PROPOSED SHARED USE PATH

PROPOSED SIDEWALK

PROPOSED GRASSED AREA

PROPOSED PAVERS

PROPOSED PRIVATE DRIVEWAY

PROPOSED SIGNALIZED INTERSECTION

PROPOSED PEDESTRIAN HYBRID BEACON

PROPOSED RETAINING WALL

LEGEND:

0 100 200 300 400

SCALE IN FEET

0 100 200 300 400

SCALE IN FEET

(-)(-)

SIGN CONVENTION

CROSS SLOPE

FM 158 S - BoardDocs

Documents

COMMUNICATE EFFECTIVELY AS A LEADER. REFERENCE FM 22-100 ARMY LEADERSHIP 158-F-0010 WRITE IN THE ARMY STYLE 158-G-0020 CONDUCT A MILITARY BRIEFING

STUDENT SUCCESS - BoardDocs

Internal Audit Report - BoardDocs

STATE of the DISTRICT - BoardDocs

Willoughby Creek Stormwater Project - BoardDocs

ROCKWOOD SCHOOL DISTRICT - BoardDocs

Legislative Action Plan - BoardDocs

SCHOOL QUALITY REVIEW - BoardDocs

2017-19 STRATEGIC PLAN - BoardDocs

FCPS Master Schedule - BoardDocs

Collective Bargaining Agreement - BoardDocs

Enrollment Discussion - BoardDocs

FULL COST ALLOCATION PLAN - BoardDocs

Reimagine, Reopen, Recover - BoardDocs

Principal Packet - BoardDocs

District Priorities - BoardDocs

Restorative November 19, - BoardDocs

AUDIT MANUAL - BoardDocs

Advanced Cloud Computing - BoardDocs

Logistics and Implementation Presentation - BoardDocs