525

535

515

505

525

535

515

505170+00 171+00 172+00 173+00 174+00 175+00

10 40

Feet

0

N

CURVE DATA CL15

PI STA. = 170+17.34

T = 27.02

L = 53.91

R = 313.95

PC STA. = 169+90.32

PT STA. = 170+44.23

CURVE DATA CL16

PI STA. = 172+66.51

T = 96.77

L = 192.61

R = 800.00

PC STA. = 171+69.74

PT STA. = 173+62.35

CURVE DATA CL17

PI STA. = 175+22.45

T = 69.21

L = 138.38

R = 2,500.00

PC STA. = 174+53.24

PT STA. = 175+91.63

MA

TC

H LIN

E S

TA.

169

+60.0

0

MA

TC

H LIN

E S

TA.

175

+00.0

0

1" = 10' Vertical

1" = 40' Horizontal

SCALE

20

EXISTING BRIDGE AND BRIDGE APPROACH

ADDED DITCH PROFILES

MODIFIED TEXT LABEL &

304/02/19

3

606/02/19 ADDED RCP & CATCH BASIN

DATE DESCRIPTION

REVISIONS

NO.

SHEET

T:\

17-113 Blo

ndy Jhune\1800457\4 -

Desig

n\Pla

n Set\3.

Road

way\pavpla

np12.d

gn

8:2

2:0

6

AM

6/20/2019

jboggess

LO

CA

TIO

N:

LA

ST S

AV

ED:

PL

OT

DA

TE:

PL

OT

TE

D B

Y:

TBPE REG. F-15243

PHONE: 817.618.3640

BEDFORD, TX 76021

1903 CENTRAL DRIVE, SUITE #405

LIC. No. 112052

CHRISTOPHER P. MESZLER, P.E.

PLAN & PROFILE

CA

LL B

EF

OR

E

YO

U

DIG

OR B

LA

ST - S

TO

P C

ALL

48

HO

UR

S

NO

TIC

E B

EF

OR

E

YO

U

DIG,

DRILL,

TE

XA

S

ON

E C

ALL P

AR

TICIP

AN

TS R

EQ

UE

ST

1-800-

DIG-T

ES

S

TE

XA

S

ON

E C

ALL S

YS

TE

M

LUCAS, TX. 75002

665 COUNTRY CLUB ROAD

PUBLIC WORKS DEPARTMENT

CITY OF LUCAS

BLONDY JHUNE RD. RECONST.

F

F

F

48"

PECAN

DBL 10"

HB

6" E

LM

6" H

B

48"

PECAN

6" O

AK

12"

OAK

6" O

AK

12"

OAK

12"

OAK

8" H

B

8" O

AK10"

HB

15"

OAK

12"

OAK

15"

OAK8" O

AK

10"

OAK 8" O

AK

12"

OAK 18"

OAK12"

HB

DBL 10"" O

AK

15"

HBDBL

12"

HB

15"

OAK

10"

HB6" H

B

18"

CEDAR

10"

CEDAR

DBL 8" E

LM

12"

ELM

15"

CEDAR

12"

ELM

12"

OAK8" E

LM

6" E

LM

6" O

AK

18"

OAK15"

ELMDBL 6" E

LM

12"

OAK

12"

OAK

15"

OAK

15"

OAK

15"

OAK

6" O

AK

10"

OAK

36"

PECAN

6" O

AK

6" E

LM6" H

B

12"

OAK

DBL 10"

OAK

12"

OAK

12"

OAK

24"

OAK

36"

OAK

18"

ELM

12"

HB

DBL 12"

ELM24

" OAK

6" O

AK

6" E

LM

36"

OAK

6" O

AK

TRI 10"

OAK

12"

ELM

15"

OAK12"

ELM

DBL 12"

HB

DBL 12"

OAK

15"

OAK

12"

HB

TRI 15"

ELM

10"

ELM

8" E

LM

15"

OAK

8" O

AK

12"

OAK

DBL 6" O

AK

12"

OAK

12"

ELM

24"

OAK

10"

OAK

6" O

AK

18"

OAK

6" E

LM

6" E

LM

6" MES

QUITE

DBL 6" O

AK

DBL 12"

OAK

6" E

LM

6" O

AK

15"

OAK

TRI 8" O

AK

12"

OAKTRI

10"

OAK8" O

AK

10"

OAK

10"

OAKDBL

10"

OAK

6" T

REE

18"

OAK

18"

OAK

8" O

AK

18"

OAK

12"

OAK

12"

TREE

QUAD 10"

MEQUITE

10"

TREE

12"

OAK

8" H

B

15"

OAK

TRI 8" MES

QUITE

QUAD 6" MES

QUITE

6" O

AK

12"

HB

6" H

B

6" H

B10"

HB

TRI 15"

MESQUI

TE

DBL 6" O

AK

DBL 12"

OAK

DBL 15"

OAK

8" E

LM

6" O

AK

8" O

AK

6" O

AK

6" O

AK

6" O

AK

6" O

AK

18"

OAK

12"

ELM

15"

OAK 8" O

AK24

" ELM

6" O

AK

12"

PECAN

12"

PECAN

DBL 8" O

AK

18"

ELM

8" E

LM

8" O

AK

13.78' RT

STA. 173+16.09

ELEV. 531.360

E - 2558988.19

N- 7092023.08

SEARCH TIE IRSC

123

13.70' RT

STA. 173+16.13

ELEV. 531.180

E - 2558988.26

N - 7092023.14

SEARCH TIE IRSC

14

29.04' LT

STA. 171+58.92

ELEV. 530.535

E - 2558866.08

N - 7092128.83

SAM 5/8 SET IRSC

115

PC S

TA.

169

+90.3

2

170

PT S

TA.

170

+44.2

3

PI S

TA.

170

+17.3

4

171

PC STA. 171+69.74

172173

PT S

TA.

173

+62.3

5

PI S

TA.

172

+66.5

1

174

PC S

TA.

174

+53.2

4

175PI S

TA.

175

+06.1

6

BLONDY JHUNE RD.

D.R.C.C.T.

DOC# 20140724000773160

JAMES FRANCIS KVIATKOFSKY

(DEED OF RECORD NOT FOUND)

JERRY ATCHLEY

D.R.C.C.T.

DOC# 20

140724

000773

160

JAMES FRANCIS

KVIATKOFSKY

¡ CONST.

PAVEMENT

EDGE OF

PROPERTY LINE

ELECTRIC

OVERHEAD

EXISTING

PAVEMENT

EDGE OF

24'

24'

EXISTING FENCE

STA. 170+69.76

MATCH EXISTING

BEGIN CONC. PAVEMENT

BEGIN RECONSTRUCTION

12.00'

+89.76

14.00'

+69.76

14.00'

+69.76

B-6

PROPERTY LINE (TYP.)

(TO REMAIN)

EXIST. MBGF

(TO REMAIN)

EXIST. MBGF

ADJACENT SWALE

GRADE TO MATCH

12" CMP

REMOVE EXIST.

(TO REMAIN)

EXIST. 18" RCP

DRIVEWAY WITH 6" CONC.

HARMONIZE EXISTING

OF PAVEMENT

EXISTING EDGE

6

W/ CONC. COLLAR

CORE EXIST. PIPE CONNCET

ELECTRIC

OVERHEAD

EXISTING

21.24' LT

+66.55

W/ GALV. STEEL GRATE

3' X 3' CATCH BASIN

10' X 12" RCP

33.22' LT

+66.36

(MATCH EXIST.) NC

+69.7

6

NC

PI +28.0

0

EL.

533.7

8

(+) 2.656% (-) 2.383%

150' V.C.

K = 30

+53.0

0 E

L.

531.7

9

+03.0

0 E

L.

531.9

9

531.9

6

532.3

8

532.6

6

532.8

1

532.8

2

532.7

0

532.4

5

532.0

6

+08.0

0 E

L.

531.8

7

531.6

0

531.2

1

530.9

1

530.6

8

530.5

4

EXIST. GROUND

PI +34.9

4

EL.

528.6

5

(-) 2.863% (+) 2.656%

143' V.C.

K = 26

530.5

2

530.2

8

529.9

1

529.7

0

529.6

4

529.7

3

529.9

8

530.3

9

EL.

530.5

6+06.6

9

PI +35.0

0

EL.

528.8

4

¡ DITCH LEFT

(+) 2.44%

(-) 0.23%

(-) 3.73%

06-20-2019

175+00 176+00

520

530

540

510

520

530

540

510

N

10 40

Feet

0

CURVE DATA CL18

PI STA. = 176+14.99

T = 55.91

L = 111.11

R = 400.09

PC STA. = 175+59.07

PT STA. = 176+70.18

MA

TC

H LIN

E S

TA.

175+00.0

0

1" = 10' Vertical

1" = 40' Horizontal

SCALE

21

CURVE DATA CL17

PI STA. = 175+06.16

T = 52.92

L = 105.83

R = 2,500.00

PC STA. = 174+53.24

PT STA. = 175+59.07

ASPHALT PAVEMENT (TO BE REMOVED)

LEGEND:

GRADE TO DRAIN, SOD ALL DISTURBED AREAS (SEE GRADING PLANS)

606/02/19 MODIFIED ROADWAY/DRIVEWAY

DATE DESCRIPTION

REVISIONS

NO.

SHEET

T:\

17-113 Blo

ndy Jhune\1800457\4 -

Desig

n\Pla

n Set\3.

Road

way\pavpla

np13.d

gn

8:2

2:0

9

AM

6/20/2019

jboggess

LO

CA

TIO

N:

LA

ST S

AV

ED:

PL

OT

DA

TE:

PL

OT

TE

D B

Y:

TBPE REG. F-15243

PHONE: 817.618.3640

BEDFORD, TX 76021

1903 CENTRAL DRIVE, SUITE #405

LIC. No. 112052

CHRISTOPHER P. MESZLER, P.E.

PLAN & PROFILE

CA

LL B

EF

OR

E

YO

U

DIG

OR B

LA

ST - S

TO

P C

ALL

48

HO

UR

S

NO

TIC

E B

EF

OR

E

YO

U

DIG,

DRILL,

TE

XA

S

ON

E C

ALL P

AR

TICIP

AN

TS R

EQ

UE

ST

1-800-

DIG-T

ES

S

TE

XA

S

ON

E C

ALL S

YS

TE

M

LUCAS, TX. 75002

665 COUNTRY CLUB ROAD

PUBLIC WORKS DEPARTMENT

CITY OF LUCAS

BLONDY JHUNE RD. RECONST.

F

F

F

TEL

T

8" OAK

10" OAK

6" ELM

15" HB

12" CEDAR

12" OAK

6" ELM

27" OAK

36" OAK

DBL 24" OAK

15" OAK

12" OAK

10" ELM

36" HB

30" OAK

10" OAK

10" OAK

24" OAKDBL 8" E

LM

15" OAKTRI 10"

MESQUITE

DBL 6" MESQUITE

QUAD 15" MESQUITE

10" OAK

10" OAK

10" OAK

12" OAK

6" OAK

10" OAK

TRI 6" OAK

DBL 6" OAK

8" OAK

6" OAK

6" OAK

DBL 6" HB

6" OAK DBL 8" HB

10" OAK

6" CEDAR

ASPHALT

4.50' LT

STA. 176+71.08

ELEV. 531.509

E - 2559357.78

N - 7091940.49

IRSC

15

29.30' RT

STA. 176+29.90

ELEV. 530.532

E - 2559286.56

N - 7091913.16

SAM 5/8 SET IRSC

116

175PI S

TA.

175+06.1

6

176

PT S

TA. 176+70.1

8

PI S

TA.

176

+14.9

9

PRC STA. 175+59.07

EXISTING FENCE

BLONDY JHUNE RD.

D.R.C.C.T.

DOC# 20140724000773160

JAMES FRANCIS KVIATKOFSKY

D.R.C.C.T.

DOC# 20140225000171460

JONI M. CLARKE

FIRE HYDRANT

EXISTINGOF PAVEMENT

EXISTING EDGE

ELECTRIC

OVERHEAD

EXISTING

ELECTRIC

OVERHEAD

EXIST.

24'

30'

R

STA. 176+70.18

MATCH EXISTING

END CONCRETE PAVEMENT

END RECONSTRUCTION

END PROJECT

30'

R

LAYOUT SHEET

SEE CULVERT

CULVERT #8

PROPERTY LINE (TYP.)

89.56'

+70.18

SAW CUT

ELECTRIC

EXIST. OVERHEAD

¡ CONST.

SAW CUT

CMP

REMOVE EXIST. 48"

W/ 6:1 SET

59' X 18" RCP

CMP , MES, AND INLET

REMOVE EXIST. 18"

36" RCP

5'

R55.17'

+91.39

6

53.31'

+23.85

53.87' RT

STA. 176+07.59

(MATCH EXIST. LINE & GRADE)

SEE INTERSECTION DETAILS

6" CONC. DRIVEWAY

PAVEMENT

EDGE OF

6

53.22'

+70.18

OF PAVEMENT

EXISTING EDGE

12.00'

+56.38 21.94'

+36.62

40.98' RT

STA. 176+70.18

II CURB

END TYPE

5'R

TRAFFIC SEPARATOR

4' CONCRETE

EXISTING FENCE

INV. EL. 527.00'

GRATE EL. 529.50'

3'X3' CATCH BASIN

12.00'

+43.01

12.00' RT

STA. 176+28.60

BEGIN TYPE II CURB 12.00'

+82.15

PROPERTY LINE

PAVEMENTEDGE OF

PROPERTY LINE (TYP.)

PI +35.0

0

EL.

528.8

4(-) 2.383% (+) 2.776%

254' V.C.

K = 49

532.6

2

+62.0

0 E

L.

532.3

7

530.5

4

530.4

8

530.4

9

530.6

0

530.7

8

531.0

4

531.3

8

531.8

1

532.3

1

EXIST. GROUND

CULVERT #8

36" RCP

CONCRETE

CONCRETE

175

PR

C S

TA.

175+59.0

7

PI S

TA.

175+06.1

6

176

PT S

TA.

176

+70.1

8

PI S

TA.

176

+14.9

9

DATE DESCRIPTION

REVISIONS

NO.

SHEET

CA

LL B

EF

OR

E

YO

U

DIG

OR B

LA

ST - S

TO

P C

ALL

48

HO

UR

S

NO

TIC

E B

EF

OR

E

YO

U

DIG,

DRILL,

TE

XA

S

ON

E C

ALL P

AR

TICIP

AN

TS R

EQ

UE

ST

1-800-

DIG-T

ES

S

TE

XA

S

ON

E C

ALL S

YS

TE

M

T:\

17-113 Blo

ndy Jhune\1800457\4 -

Desig

n\Pla

n Set\3.

Road

way\intdrd03.D

GN

8:2

2:1

0

AM

6/20/2019

jboggess

LO

CA

TIO

N:

LA

ST S

AV

ED:

PL

OT

DA

TE:

PL

OT

TE

D B

Y:

TBPE REG. F-15243

PHONE: 817.618.3640

BEDFORD, TX 76021

1903 CENTRAL DRIVE, SUITE #405

LIC. No. 112052

CHRISTOPHER P. MESZLER, P.E.

LUCAS, TX. 75002

665 COUNTRY CLUB ROAD

PUBLIC WORKS DEPARTMENT

CITY OF LUCAS

BLONDY JHUNE RD. RECONST.

N

20

Feet

0 5

EXIST. FENCE

BLONDY JHUNE RD.

¡ CONST.

FIRE HYDRANT

EXIST.

WIN

NIN

GK

OF

F R

D.

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

INTERSECTION DETAILS

23

PAVEMENT

EDGE OF

EXISTING

PAVEMENT

EDGE OF

EXISTING

5.0'

2%

2%

4.50' LT

STA. 176+71.08

ELEV. 531.509

E - 2559357.78

N - 7091940.49

IRSC

15

PROPERTY LINE

PROPERTY LINE

36" RCP

2%

PROPERTY LINE

EL. 532.62'0.00' +70.18

EL. 532.40'12.00' RT+70.18

1.8

%

EL. 531.05'40.98' RT+70.18PT

EL. 531.35'20.58' RT+62.50C

2%

EL. 531.13'0.00' LT+05.95

EL. 530.99'17.00' RT+05.95

5.1

%

EL. 529.36'40.08' RT+89.97

5.4

%

18" RCP

EL. 530.89'12.00' RT+05.95

29.30' RT

STA. 176+29.90

ELEV. 530.532

E - 2559286.56

N - 7091913.16

SAM 5/8 SET IRSC

116

INV. EL. 527.00

GRATE EL. 529.50'

3'X3' CATCH BASIN

EXIST. FENCE

ASPHALT PAVEMENT (TO BE REMOVED)

30'R

89.56' RT+70.18

102.18' RT+70.18

CULVERT 8

5'R

5'R

REMOVE FRENCH DRAIN

REMOVE TO FOUNDATION SAWCUT

6

6

606/02/19

EL. 530.56'12.00' RT+82.15

6

6

MATCH EXIST.EL. 529.48'53.31' RT+23.85

MATCH EXIST.EL. 529.48'55.17' RT+91.39

REMOVE EXIST SLATE (TYP)

MATCH EXIST.EL. 529.48'53.86' RT+07.72

30'R

INV. EL. 526.60'

PGL

EL. 530.36'12.00' LT+56.38

EL. 534.2553.22' LT+70.18PT

EL. 531.29'21.94' LT+36.62PC

2%

4.00 LT+25.78

4.00 LT+61.13

0.00 RT+25.78

0.00 RT+61.13

6

EL. 531.70'31.66' LT+60.38C

3.1

%

& ADDED TEXT LABELS

MODIFIED ROADWAY/DRIVEWAY

2'R2'R

SAW CUT

SEPARATOR

TRAFFIC

4' CONCRETE

TYPE II CURB

EL. 531.67'0.00' RT+36.62

EL. 531.88'0.00' RT+43.01

4.1

%

EL. 531.64'12.00' RT+43.01PC

EL. 530.72'17.00' RT+87.00

EL. 531.32'17.00' RT+23.80

EL. 531.32'12.00' RT+28.60

0.5%

0.9

%

EL. 530.70'24.83' RT+86.91

DATE DESCRIPTION

REVISIONS

NO.

SHEET

CA

LL B

EF

OR

E

YO

U

DIG

OR B

LA

ST - S

TO

P C

ALL

48

HO

UR

S

NO

TIC

E B

EF

OR

E

YO

U

DIG,

DRILL,

TE

XA

S

ON

E C

ALL P

AR

TICIP

AN

TS R

EQ

UE

ST

1-800-

DIG-T

ES

S

TE

XA

S

ON

E C

ALL S

YS

TE

M

T:\

17-113 Blo

ndy Jhune\1800457\4 -

Desig

n\Pla

n Set\5.

Drain

age\grdtld

04

A(R

ev 6).dgn

8:2

2:1

2

AM

6/20/2019

jboggess

LO

CA

TIO

N:

LA

ST S

AV

ED:

PL

OT

DA

TE:

PL

OT

TE

D B

Y:

TBPE REG. F-15243

PHONE: 817.618.3640

BEDFORD, TX 76021

1903 CENTRAL DRIVE, SUITE #405

LIC. No. 112052

CHRISTOPHER P. MESZLER, P.E.

LUCAS, TX. 75002

665 COUNTRY CLUB ROAD

PUBLIC WORKS DEPARTMENT

CITY OF LUCAS

BLONDY JHUNE RD. RECONST.

171

172

173

F

8"

HB

8"

OA

K

10"

HB

15"

OA

K

12"

OA

K

15"

OA

K

8"

OA

K

10"

OA

K

8"

OA

K 12"

OA

K

DB

L 8"

EL

M

12"

EL

M

15"

CE

DA

R

12"

EL

M

12"

OA

K

8"

EL

M

6"

EL

M

6"

OA

K18"

OA

K

15"

EL

M

DB

L 6"

EL

M

12"

HB

DB

L 12"

EL

M

24"

OA

K

6"

OA

K 6"

EL

M

6"

OA

K

TRI

10"

OA

K

12"

EL

M

15"

OA

K

12"

EL

M

DB

L 12"

HB

DB

L 12"

OA

K

15"

OA

K

12"

HB

TRI

15"

EL

M

10"

EL

M

8"

EL

M15"

OA

K

8"

OA

K

12"

OA

K

DB

L 6"

OA

K

12"

OA

K

12"

EL

M

24"

OA

K

10"

OA

K

6"

OA

K

18"

OA

K

6"

EL

M

6"

EL

M

6"

MES

QUIT

E

DB

L 6"

OA

K

DB

L 12"

OA

K6"

EL

M

6"

OA

K

15"

OA

K

TRI

8"

OA

K

12"

OA

K

TRI

10"

OA

K

8"

OA

K

10"

OA

K10"

OA

K

DB

L 10"

OA

K

6"

TR

EE

18"

OA

K

8"

OA

K

12"

TR

EE

QU

AD 10"

ME

QUIT

E

12"

OA

K

529

530

530

525

2058

524.5

7C

UL

VE

RT

FL

2059

528.5

5C

UL

VE

RT

FL

530

529

53153

2

532

528

533

533

N

0 20

Feet

4

GRADING PLAN

BLON

DY J

HU

NE R

OAD

ALL TREES 6" DIAMETER AND GREATER SHALL REMAIN AND BE PROTECTED.

NOTE:

37A

EDGE OF PAVEMENT

PAVEMENT

EDGE OF EXIST.

EDGE OF PAVEMENT

PAVEMENT

EDGE OF EXIST.

3' X 3' CATCH BASIN

606/02/19

¡ CONST.

FL EL 527.48

21.24' LT

+65.55

W/ GALV. STEEL GRATE

3' X 3' CATCH BASIN

RCP

EXIST.

NEW SHEET

COLLAR

CONNECT W/ CONC.

CORE EXIST. PIPE

10' X 12" RCP

GRATE EL 528.86

33.22' LT

+66.36

DATE DESCRIPTION

REVISIONS

NO.

SHEET

CA

LL B

EF

OR

E

YO

U

DIG

OR B

LA

ST - S

TO

P C

ALL

48

HO

UR

S

NO

TIC

E B

EF

OR

E

YO

U

DIG,

DRILL,

TE

XA

S

ON

E C

ALL P

AR

TICIP

AN

TS R

EQ

UE

ST

1-800-

DIG-T

ES

S

TE

XA

S

ON

E C

ALL S

YS

TE

M

T:\

17-113 Blo

ndy Jhune\1800457\4 -

Desig

n\Pla

n Set\5.

Drain

age\grdtld

05.d

gn

8:2

2:1

4

AM

6/20/2019

jboggess

LO

CA

TIO

N:

LA

ST S

AV

ED:

PL

OT

DA

TE:

PL

OT

TE

D B

Y:

TBPE REG. F-15243

PHONE: 817.618.3640

BEDFORD, TX 76021

1903 CENTRAL DRIVE, SUITE #405

LIC. No. 112052

CHRISTOPHER P. MESZLER, P.E.

LUCAS, TX. 75002

665 COUNTRY CLUB ROAD

PUBLIC WORKS DEPARTMENT

CITY OF LUCAS

BLONDY JHUNE RD. RECONST.

175

F

F

6"

OA

K

6"

OA

K

6"

OA

K

18"

OA

K

12" EL

M

15"

OA

K8"

OA

K24" EL

M

6"

OA

K

12" P

EC

AN

12" P

EC

AN

DB

L 8"

OA

K

18" EL

M

8" EL

M

8"

OA

K

10"

OA

K

529

525

518517

520

515

521522523

524

52552

6527

528

529

529

530

518

519

517

524523

526

527

525

524

519

523524

522

521520

518

517

516

515

516

528

527

526

525

524

522

521 519 518

517

516

515

523

520

528

529

518

528

519

517

530

529

528

527

526

526

527

530

525

525

525526527

528

530

529

524

523

522

521

520

519

518

517

518519520

521522523

524

526

527

530

525

525

530

527

526

525

519

518517 516

515

524523522

520521

519518517516515

176

F

FTE

L

10"

OA

K

6" EL

M 15"

HB

12"

CE

DA

R

12"

OA

K

12"

OA

K

6/10"

OA

K

6" EL

M

27"

OA

K36"

OA

K

DB

L 8" EL

M

15"

OA

K

528

530

529 530

531

530

529

530

529

528

528

531

529

529

530

N

0 20

Feet

4

GRADING PLAN

¡ CONST.

36" RCP

EXISTING FENCE

EXISTING FENCE

OVERHEAD ELECTRIC

BL

ON

DY J

HU

NE R

OA

D

N. WIN

NINGKOF

F RD.

¡ SWALE

38

CULVERT #8

ALL TREES 6" DIAMETER AND GREATER SHALL REMAIN AND BE PROTECTED.

NOTE:

EDGE OF PAVEMENT

PAVEMENT

EDGE OF EXIST.

OVERHEAD ELECTRIC

48" EXIST. CMP

REMOVE

¡ CONST.

OVERHEAD ELECTRIC

BL

ON

DY JH

UN

E R

OA

D

OVERHEAD ELECTRIC

MATCH LINE S

TA. 175+

60.00

MATCH LINE S

TA. 175+

60.00

¡ SWALE

¡ SWALE

EDGE OF PAVEMENT

PAVEMENT

EDGE OF EXIST.

EDGE OF PAVEMENT

EDGE OF PAVEMENT

PAVEMENT

EDGE OF EXIST.

606/02/19 MODIFIED/ADDED TEXT LABELS

6

6

6

6

REMOVE LANDSCAPING

REMOVE 3 TREES

PIPE W/ 6:1 SET'S

59' X 18" RCP

PROTECT TREE

EDGE OF PAVEMENT

TYPE II CURB

WREATH SPIREA

REMOVE 2 BRIDAL

WREATH SPIREA

REMOVE BRIDAL

PROTECT REDBUD

PAVEMENT

EXIST.

EDGE OF

DATE DESCRIPTION

REVISIONS

NO.

SHEET

T:\

17-113 Blo

ndy Jhune\1800457\4 -

Desig

n\Pla

n Set\3.

Road

way\pla

nsp07.D

GN

8:2

2:1

5

AM

6/20/2019

jboggess

LO

CA

TIO

N:

LA

ST S

AV

ED:

PL

OT

DA

TE:

PL

OT

TE

D B

Y:

TBPE REG. F-15243

PHONE: 817.618.3640

BEDFORD, TX 76021

1903 CENTRAL DRIVE, SUITE #405

LIC. No. 112052

CHRISTOPHER P. MESZLER, P.E.

SIGNING & PAVEMENT MARKINGS

CA

LL B

EF

OR

E

YO

U

DIG

OR B

LA

ST - S

TO

P C

ALL

48

HO

UR

S

NO

TIC

E B

EF

OR

E

YO

U

DIG,

DRILL,

TE

XA

S

ON

E C

ALL P

AR

TICIP

AN

TS R

EQ

UE

ST

1-800-

DIG-T

ES

S

TE

XA

S

ON

E C

ALL S

YS

TE

M

LUCAS, TX. 75002

665 COUNTRY CLUB ROAD

PUBLIC WORKS DEPARTMENT

CITY OF LUCAS

BLONDY JHUNE RD. RECONST.

176

LIMIT

SPEED

30

YIELD

36x36x36R01-02

24x30R02-01

TRUCKS

NO

24x24R05-02A

WINNINGKOFF RD.

BLONDY JHUNE RD.

BLONDY JHUNE RD.

WIN

NIN

GK

OFF R

D.

11'

11'

176+70.18

END 4" SOLID WHITE

END 4" SOLID WHITE

176+70.18

SIGN

REMOVE EXIST.

175+74.13

SIGN

REMOVE EXIST.

W16-08P

¡ CONST.

4" SOLID WHITE

6

11'

26'R

4" SOLID YELLOW

20.38' RT+52.67

STA. 176+70.18END PROJECT

TRAFFIC SEPARATORRAISED CONC.

4" SOLID WHITE

11.00'

+59.07

15.00'

+42.57

11'

(ISLAND NOSE) (TYP)

REFLECTIVE YELLOW PAINT

(LT & RT)

STA. 175+59.07

AT 40' SPACING

TYPE II-AA RPM'S

SOLID YELLOW W/

YELLOW BEGIN 4"

END 4" SOLID DBL (LT & RT)STA. 176+61.2140' SPACINGTYPE II-A-A RPM'S AT END 4" SOLID YELLOW W/

30LIMIT

SPEED

TRUCKS

NO

W01-07

YIELD

R02-0124X30

24X24

R05-02A

36x36x36R01-02

N

MA

TC

H LIN

E S

TA.

175+20.0

0

10 40

Feet

0

66

THE CENTER OF THE NEAREST LANE.

PLACE BLUE RPM'S AT FIRE HYDRANT IN 3.

FOR CONTINUOUS MILLED DEPRESSIONS.

SEE TXDOT STANDARD RS(4)-13 (OPTION 1)2.

FOR MILLED CENTERLINE RUMBLE STRIPS.

SEE TXDOT STANDARD RS(3)-13 (OPTION 1)1.

NOTE:

606/02/19 MODIFIED PAVEMENT MARKINGS