plan & profile...2019/05/14 · m lucas, tx. 75002 665 country club road city of lucas blondy...

125+00 126+00 127+00 128+00 129+00 130+00550

560

570

580

550

560

570

580

10 40

Feet

0

N

CURVE DATA CL5

PI STA. = 124+75.93

T = 32.75

L = 65.47

R = 899.86

PC STA. = 124+43.17

PT STA. = 125+08.65

CURVE DATA CL6

PI STA. = 127+28.98

T = 86.36

L = 161.60

R = 185.00

PC STA. = 126+42.62

PT STA. = 128+04.22

MA

TC

H LIN

E S

TA.

130+40.0

0

1" = 10' Vertical

1" = 40' Horizontal

SCALE

12

EXISTING BRIDGE AND BRIDGE APPROACH

MA

TC

H LIN

E S

TA. 124+80.0

0

304/02/19 & ADDED DITCH PROFILES

MODIFIED DRIVEWAY

3

404/18/19 MODIFIED DRIVEWAY

DATE DESCRIPTION

REVISIONS

NO.

SHEET

T:\

17-113 Blo

ndy Jhune\1800457\4 -

Desig

n\Pla

n Set\3.

Road

way\pavpla

np04(R

ev 4).dgn

4:4

7:5

3 P

M5/14/2019

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

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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

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ON

E C

ALL S

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M

LUCAS, TX. 75002

665 COUNTRY CLUB ROAD

PUBLIC WORKS DEPARTMENT

CITY OF LUCAS

BLONDY JHUNE RD. RECONST.

F

TEL

F

G

6" CEDAR

TRI 10" CEDAR

6" CEDAR

15" CEDAR

15" CEDAR

12" CEDAR

12" CEDAR6" CEDAR

10" ELM

24" OAK

10" OAK

8" OAK8" OAK

8" OAK12" OAK24" OAK

12" OAK

15" OAK

6" TREE

6" TREE

10" OAK

10" OAK

15" CEDAR

AT

T

STONECOLUMN

STONECOLUMN

43.89' LT

STA. 127+38.89

ELEV. 573.258

E - 2554775.87

N - 7091078.13

5/8" IRF

106

125 P

T S

TA. 125+08.6

5

PI S

TA. 124+75.9

3

126

127

128

PT S

TA.

128+04.2

2

129

130

PC S

TA.

130+31.4

0

PC S

TA. 126+42.6

2

PI S

TA.

127+28.9

8

R/W LINE

20' UTILITY EASEMENT


24'

BLONDY JHUNE RD.

¡ CONST.

PAVEMENT

EDGE OF


D.R.C.C.T.

DOC# 20140606000570090

KARL WILLIAMS

D.R.C.C.T.

VOL. 5210, PG. 3988

LOVEJOY ISD

(TO REMAIN)

EXISTING MBGF

(TO REMAIN)

EXISTING MBGF

PROPERTY LINE

FENCE

EXISTING

34.00'

+97.03

FIRE HYDRANT

EXISTING

R/W LINE

15'

R

15'R

ELECTRIC

OVERHEAD

EXISTING

33.61' LT

STA. 127+05.48

(MATCH EXIST. LINE & GRADE)

SEE DRIVEWAY DETAILS

6" CONC. DRIVEWAY

20'

15'R

15'

R

32.5

8'

33.4

1'

UTILITY EASEMENT

ELECTRIC

OVERHEAD

EXISTING

24'

33.68'

+13.95

14.00'

+83.75

15.50' LT

STA. 127+29.31

RELOCATE MAILBOX14.00'

+27.49

STA. 125+08.65

(MATCH EXISTING)

BEGIN CONC. PAVEMENT

BEGIN RECONSTRUCTION

AND PIPE (TO REMAIN)

EXIST. DRIVEWAY

CONCRETE

HARMONIZE WITH

PAVEMENT

EDGE OF

LANDSCAPING STONESMAINTAIN/RESTORE/REALIGN

LANDSCAPING STONESMAINTAIN/RESTORE/REALIGN

OF PAVEMENT

EXISTING EDGE

12" CMP

REMOVE EXIST.

W/ 6:1 SET

25' X 18" RCP

W/ 6:1 SET

30' X 18" RCP

2-12" CMPREMOVE EXIST.

34.13'

+64.51

14'

33.77' RT

STA. 126+72.90



6" CONC. DRIVEWAY

12.00'

+43.82

3

12.16' RT

STA. 126+85.34

REMOVE EXIST. MAILBOX

33.12'

+81.23

12.00'

+98.17

PROP. OWNER

COLOR. COORDINATE W/

JOINT, MATCH CONC.

SAW CUT AT NEAREST

4

4'

(MODIFIED)

CURB

TYPE II

71' SE TRANS RT LANENC-4.0% RT LANE RT LANE24' SE TRANS

(MATCH EXIST.) -3.33%

+12.8

8

+42.6

2

+74.6

0

+4.0% LT LANE LT LANE22' SE TRANS

(MATCH EXIST.) +2.77%

+12.8

8

+40.6

2

-4.0% RT LANE RT LANE36' SE TRANS

+18.8

2

+4.0% LT LANE LT LANE107' SE TRANS

+89.8

2

NC

+82.8

2+82.8

2

-2.0% RT LANE

560.7

7

(+) 4.419%

(+) 4.419%

PI +60.1

0

EL.

562.9

6

(+) 5.054

%

PI +08.1

0

EL.

565.3

9

(+) 5.054

%(+)

5.690%

PI +54.0

0

EL.

573.6

9

(+) 5.69

0%(-) 0.172%

185' V.C.

561.2

1

+61.5

0 E

L.

568.4

2

+46.5

0 E

L.

573.5

3

569.4

2

570.3

8

571.2

1

571.9

1

572.4

9

572.9

4

573.2

7

573.4

6

573.5

3

-2.0% LT LANE

EXIST. GROUND

¡ DITCH RIGHT

¡ DITCH LEFT

INV EL. 564.95

INV EL. 566.50+56.88

+91.65

+94.59+16.38

INV EL. 569.27INV EL. 568.37

(+) 4.46%

(+) 4.54%

(+) 1.28%

(+) 3.99%

(+) 0.22%

(-) 0.30%

(-) 0.10%

(-) 0.30%

05-14-2019

545

555

565

575

142+00 143+00 144+00 145+00 146+00 147+00 545

555

565

575

CURVE DATA CL9

PI STA. = 145+93.91

T = 216.47

L = 432.32

R = 3,288.01

PC STA. = 143+77.44

PT STA. = 148+09.76

10 40

Feet

0

N

MA

TC

H LIN

E S

TA.

141

+60.0

0M

AT

CH LIN

E S

TA.

147

+20.0

0

1" = 10' Vertical

1" = 40' Horizontal

SCALE

15

304/02/19 ADDED DITCH PROFILES

EXTENDED RCP, MOVED TEXT LABELS &

3

404/18/19 MODIFIED DRIVEWAY

DATE DESCRIPTION

REVISIONS

NO.

SHEET

T:\

17-113 Blo

ndy Jhune\1800457\4 -

Desig

n\Pla

n Set\3.

Road

way\pavpla

np07(R

ev 4).dgn

4:4

7:5

4 P

M5/14/2019

jboggess

LO

CA

TIO

N:

LA

ST S

AV

ED:

PL

OT

DA

TE:

PL

OT

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D B

Y:

TBPE REG. F-15243

PHONE: 817.618.3640

BEDFORD, TX 76021


LIC. No. 112052


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



CITY OF LUCAS


F

G

T

G

T

10" CEDAR

10" CEDAR

10" CEDAR10" CEDAR10" CEDAR

10" CEDAR

10" CEDAR

10" CEDAR

10" CEDAR

8" CEDAR

8" CEDAR

8" CEDAR

8" CEDAR

8" CEDAR

8" CEDAR

6" CEDAR

DBL 10" HACKBERRYDBL 24" HACKBERRY

8" HACKBERRY

15" HACKBERRY10" HACKBERRY


12" HACKBERRY


6" TREE

15" CEDAR12" HACKBERRY

6" TREE

18" HACKBERRY12" HACKBERRY12" HACKBERRY


12" HACKBERRYDBL 10" HACKBERRY

DBL 15" BOIS-DE-ARC

12" HACKBERRY

8" CEDAR

TRI 6" ELM

12" CEDAR

24" HACKBERRY

12" CEDAR

12" TREE

24" HB

6" HB

12" HB

10" HB

6" HB12" HB

10" HB

6" ELM

6" CEDAR

DBL 8" ELM

DBL 10" HB

TRI 10" HB

6" HB

6" OAK

10" OAK

10" ELM

6" ELM

6" HBDBL 10" HB

18" HB

6" HB

6" HB

6" OAK

10" HB

10" CEDAR

8" HB

8" OAK

10" OAK

6" OAK

8" OAK

15" OAK

STONECOLUMN

STONECOLUMN

STONECOLUMN

TFR

17.99' RT

STA. 144+94.62

ELEV. 560.994

E - 2556362.09

N - 7091536.71

5/8" IRF

109

142143

PC S

TA.

143

+77.4

4

144 145 146147

PI S

TA.

145

+93.9

1

R/W LINE

R/W LINE

20' UTILITY EASEMENT20' UTILITY EASEMENT

24'

BLONDY JHUNE RD.

PAVEMENT

EDGE OF

R/W LINE

D.R.C.C.T.

VOL. 5076, PG. 5302

TIMOTHY WADE TAYLOR

D.R.C.C.T.

DOC# 20091014001270000

JOANNE COX

32.0

8'

33.9

1'

34.5

3'

PROPERTY LINE

PAVEMENT

EDGE OF

¡ CONST.

35.3

4'

ELECTRIC

OVERHEAD

EXISTING

24'

15'

R

15'

R

EASEMENT

20' UTILITY

22'

12.00' RT

STA. 143+77.44

BEGIN TRANSITION

PAVEMENT

EDGE OF

12.00' RT

STA. 143+77.44

BEGIN TRANSITION

24'

22'

10.33' RT

STA. 144+27.28

END TRANSITION

PAVEMENT

EDGE OF

10.33' RT

STA. 144+27.28

END TRANSITION

PROPERTY LINE

PAVEMENT

EDGE OF

30'

R

30'

R

10.33' +89.48

10.33' +72.47

40.20' +42.83

32.00' LT

STA. 145+30.97



6" CONC. DRIVEWAY

40.20' +19.12

TO

KALA

UN CT.

OF PAVEMENT

EXISTING EDGE

11.00' RT

STA 144+27.28

CURB & GUTTER (MODIFIED)

BEGIN TYPE II

CCCG-12

TXDOT STANDARD

(MODIFIED)

TYPE II CURB & GUTTER

CCCG-12

TXDOT STANDARD

(MODIFIED)


11.00' RT

STA 144+95.72

GUTTER (MODIFIED)

END TYPE II CURB &

24" CMP

REMOVE EXIST.

11.00' RT

145+66.22

GUTTER (MODIFIED)

BEGIN TYPE II CURB &

3

12" CMP

REMOVE EXIST.

TO REMAIN

EXISTING MAILBOX

LANDSCAPE

PRESERVE OR RESTORE

W/ 6:1 SET

68' X 24" RCP

4

58.29'

+83.77

11.00'

+98.89

11.00'

+50.41

17.92'

58.28' LT

STA. 146+74.65



6" CONC. DRIVEWAY

58.24'

+65.53

EXISTING JOINT

SAW CUT AT

PI +66.0

0

EL.

574.8

0

(-) 0.128% (-) 5.394%

589' V.C.

K = 112

+60.5

5 E

L.

558.9

1

573.3

5

572.9

7

572.5

5

572.1

0

571.6

1

571.0

9

570.5

3

569.9

3

569.3

0

568.6

3

567.9

3

567.1

9

566.4

2

565.6

1

564.7

6

563.8

8

562.9

7

562.0

1

561.0

3

560.0

0

558.9

4

EXIST. GROUND

+19.8

4

NC -2.0% LT LANE

NC 72' SE TRANS RT LANE +2.0% RT LANE

+91.8

4

+19.8

4

¡ DITCH LEFT

¡ DITCH RIGHT

+18.38

+86.77

INV EL. 550.27

INV EL. 553.88

(-) 2.71%

(-) 3.93%

(-) 4.67%

(-) 5.66%

(-) 5.28%

05-14-2019

530

540

550

560

148+00 149+00 150+00 151+00 152+00 530

540

550

560

10 40

Feet

0

N

CURVE DATA CL10

PI STA. = 150+04.04

T = 194.28

L = 387.33

R = 1,988.00

PC STA. = 148+09.76

PT STA. = 151+97.09

MA

TC

H LIN

E S

TA.

147

+20.0

0 MA

TC

H LIN

E S

TA.

152

+80.0

0

1" = 10' Vertical

1" = 40' Horizontal

SCALE

16

304/02/19 ADDED DITCH PROFILES

MODIFIED DRIVEWAY &

3

404/18/19 ADDED DRIVEWAY & MODIFIED RCP

PI +55.0

0

EL.

543.0

3

(-) 5.394% (-) 0.413%

244' V.C.

K = 49

(-) 0.413%

+32.9

7 E

L.

549.6

1

+77.0

3 E

L.

542.5

2

549.2

4

548.2

3

547.3

0

546.4

5

545.6

9

545.0

1

544.4

1

543.8

9

543.4

5

543.0

9

542.8

2

542.6

2

EXIST. GROUND

CULVERT #5

36" RCP

¡ DITCH RIGHT

¡ DITCH LEFT

¡ DITCH LEFT

INV EL. 544.79 INV EL. 543.99

INV EL. 542.96

INV EL. 541.81

+14.93 +41.18

+85.05

+18.73

(-) 4.35%

(-) 2.99%

(-) 5.28%(-) 2

0.36

%(+) 20.36

%(+) 0.82%

(+) 1.76% (-) 0.65%

INV EL. 539.40

+59.62

INV EL. 539.59

+85.88

G

F

F

T

T

TEL

10" CEDAR

6" CEDAR

10" HACKBERRY

DBL 10" HACKBERRY

6" OAK

8" OAK

10" CEDAR

10" CEDAR 10" CEDAR

10" CEDAR

8" CEDAR

6" CEDAR 6" CEDAR

6" CEDAR

6" CEDAR

8" CEDAR6" OAK

24" HACKBERRY

12" HB

8" HB

10" HB

6" OAK

12" OAK8" HB

8" HB

12" HB8" HBQUAD 12" HB

12" HB

12" HB

15" HB

15" HB

12" HB

6" HB

15" HB15" HB10" TREE

24" PECAN

27" PECAN

10" OAK

24" OAK12" OAK

6" OAK

18" OAK 6" OAK

15" OAK15" ELM

12" OAK

15" ELM15" PECAN

6" OAK

12" OAK

8" OAK

12" OAK

8" HB

8" HB

18" OAK6" HB

10" OAK

15" OAK

10" HB

18" OAK

12" OAK

8" HB

DBL 8" OAK

10" OAK12" OAKDBL 8" OAK

8" OAK6" HB6" HB6" OAK

18" HB6" HB

8" OAK

DBL 12" HB6" OAK

12" HB8" OAKDBL 10" OAK

DBL 10" HB

DBL 10" HB

8" OAK

15" HB

DBL 8" HB

27" OAK

12" OAK

8" HB

8" OAK

12" HB

6" OAK

12" OAK

15" HB

8" OAK6" OAK

8" OAK

6" OAK

DBL 12" HB

6" OAK12" OAK

15" OAK

8" OAK

15" OAK

15" HB

6" HB

6" OAK 6" HB12" HB

12" OAK

8" OAK

6" OAK

12" OAK

10" CEDAR

8" OAK12" CEDAR

24" HB

TRI 10" HB

10" HB

6" HB

8" HB

12" HB

10" HB

TRI 8" HB

15" HB 12" HB24" HB

6" HB

18" HB

12" HB

6" OAK

8" HB

6" OAK6" HB

8" OAKDBL 8" OAK

8" OAK

10" OAK

10" OAK6" OAK

6" OAK

8" OAKDBL 6" OAK

6" OAK

15" OAK10" OAK

18" OAK

6" OAK

18" OAK6" OAK12" OAK

10" OAK

10" OAK

8" HB

15" OAK

24" OAK

QUAD 18" HB

12" ELM

12" ELM

24" OAK 10" HB

24" OAK

15" HB 15" HB

STONECOLUMN

17.27' RT

STA. 151+90.14

ELEV. 539.536

E - 2557050.72

N - 7091651.17

5/8" IRF

110

28.33' LT

STA. 152+20.70

ELEV. 541.941

E - 2557065.04

N - 7091704.20

SAM 5/8 SET IRSC

117

148

149150

151

152

PCC STA. 148+09.76

PI STA. 150+04.04

PT STA. 151+97.09


22'

22'

¡ CONST.BLONDY JHUNE RD.

P.R.C.C.T.

CAB. J, PG. 28

CROSS CREEK ADDITION

D.R.C.C.T.

DOC# 20091014001270000

JOANNE COX

D.R.C.C.T.

VOL. 2330, PG. 954

& PEGGY S. RUSTERHOLTZ

BRIAN L. RUSTERHOLTZ

D.R.C.C.T.

VOL. 5718, PG. 1796

& MELINDA K. ROBERTS

WILLIAM L. ROBERTS

35.5

4'

34.6

3'

15'

R

15'

R

15'

R

15'

R

24'

13.5'

15'

R

20'

PAVEMENT

EDGE OF

EXISTING FENCE

ELECTRIC

OVERHEAD

EXISTING

EXISTING FENCE

32.67'

+17.89

32.67' LT

STA. 148+28.05



6" CONC DRIVEWAY

32.67'

+38.22

22'

B-4

EXISTING FENCE

PAVEMENT

EDGE OF

11.00'

+02.79

11.00'

+53.42

R/W LINE

PROPERTY LINE

32.67'

+67.45

32.67' LT

STA. 150+74.35



6" CONC. DRIVEWAY

11.00'

+49.3711.00'

+96.49

32.67'

+81.25

PAVEMENT

EDGE OF

R/W LINE

EXISTING FENCE

PROPERTY LINE

LAYOUT SHEET

SEE CULVERT

CULVERT # 5

PROPERTY LINE

ALL AREAS STEEPER THAN 1:3

(TXDOT ITEM 169)

SOIL RETENTION BLANKET (TYPE C)

OF PAVEMENT

EXISTING EDGE

CCCG-12

TXDOT STANDARD

GUTTER (MODIFIED)

TYPE II CURB &

(TO REMAIN)

PROTECT EXIST. TREES

15" CMP

REMOVE EXIST.

30" CMP

REMOVE EXIST.

14.17' LT

STA. 150+43.02

RELOCATE MAILBOX

14.17' LT

STA. 152+36.00

RELOCATE MAILBOX

14.17' LT

STA. 148+70.06

RELOCATE MAILBOX

W/ 6:1 SET

26' X 18" RCP

36" RCP

EASEMENT

20' UTILITY

W/ 6:1 SET

34' X 24" RCP

32.65'

+17.69

32.65'

+97.69

11.00'

+82.50

11.00'

+32.69

15'

R

3

3

WIDTHMATCH EXIST.

CONFLICT WITH CULVERT

REMOVE FENCE IN

10.33'

+74.45

32.00'

+88.87

32.13'

+12.49

¡ SWALE

25.26' RT

STA. 148+88.86


END TYPE II

3

15'R

11.00' RT

STA. 149+22.99

(MODIFIED)

CURB & GUTTER

BEGIN TYPE II

10.33'

+27.37

R/W LINEBERM

PAVEMENT

EDGE OF

15'

R

18" CMP

REMOVE EXIST. FIRE HYDRANT

EXISTING

18" CMP

REMOVE EXIST.

4

W/ 6:1 SET

26' X 24" RCP 4

15'

32.03' RT

STA. 149+00.68

(MATCH EXIST. GRADE)


6" CONC. DRIVEWAY

32.65' LT

STA. 152+07.69



6" CONC. DRIVE

10.33'

+81.58

32.00'

+96.48

10.33'

+26.16

11.00' RT

STA. 148+21.78

& GUTTER (MODIFIED)

BEGIN TYPE II CURB

PRIOR TO POURING CONCRETE

WITH PROPERTY OWNER

LAY OUT AND COORDINATE

32.00'

+11.33

31.99' RT

STA. 148+03.91

(MATCH EXIST. GRADE)


6" CONC. DRIVEWAY

11.00' RT

STA. 147+85.98

& GUTTER (MODIFIED)

END TYPE II CURB

PAVEMENT

EDGE OF

15'

R

15'

R

LANDSCAPING STONES

RELOCATE/STOCKPILE

DATE DESCRIPTION

REVISIONS

NO.

SHEET

T:\

17-113 Blo

ndy Jhune\1800457\4 -

Desig

n\Pla

n Set\3.

Road

way\pavpla

np08(R

ev 4).dgn

4:4

7:5

6 P

M5/14/2019

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


LIC. No. 112052


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



CITY OF LUCAS


05-14-2019

520

530

540

550

159+00 160+00 161+00 162+00 163+00 520

530

540

550

10 40

Feet

0

N

CURVE DATA CL12

PI STA. = 160+59.25

T = 74.63

L = 145.04

R = 250.00

PC STA. = 159+84.62

PT STA. = 161+29.66

CURVE DATA CL13

PI STA. = 162+77.75

T = 58.97

L = 115.83

R = 250.00

PC STA. = 162+18.78

PT STA. = 163+34.61M

AT

CH LIN

E S

TA.

158+40.0

0

MA

TC

H LIN

E S

TA.

164

+00.0

0

1" = 10' Vertical

1" = 40' Horizontal

SCALE

18

04/02/19 3

3

ADDED DITCH PROFILES

ADDED/REMOVED DRIVEWAY &

04/18/19 4 ADDED RCP & SET

DATE DESCRIPTION

REVISIONS

NO.

SHEET

T:\

17-113 Blo

ndy Jhune\1800457\4 -

Desig

n\Pla

n Set\3.

Road

way\pavpla

np10(R

ev 4).dgn

4:4

7:5

7 P

M5/14/2019

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


LIC. No. 112052


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



CITY OF LUCAS


F

TEL

F

6" BRADFORD PEAR

48" OAK

33" OAK

24" HB

24" MESQUITE

21" MESQUITE

15" OAK

8" HB

6" HB

8" HB

36" MESQUITE

8" ELM

12" HB

6" HB18" MESQUITE

6" OAK6" HB

8" HB

8" HB

12" HB

6" OAK

24" OAK

6" HB8" ELM

6" ELM

6" ELM

6" ELM

6" ELM

6" HB

6" OAK

8" OAK

TRI 6" OAK

6" HB

6" OAK

6" OAK6" OAK

DBL 6" HBDBL 6" HB

6" HB6" HB

6" ELM

6" HB

DBL 6" ELM

8" ELM

6" ELM

6" HB

12" HB

12" OAK

12"/15" OAK

12" OAK

DBL 8" OAK

18" OAK

DBL 18" OAK

8" OAK

12" ELM

12" ELM

6" MESQUITE

12"/15" HB

SOLAR PANEL

23.17' LT

STA. 160+12.22

ELEV. 534.790

E - 2557824.62

N - 7091922.60

IRSC

11

36.02' RT

STA. 161+18.57

ELEV. 534.416

E - 2557946.86

N- 7091933.89

SAM 5/8 SET IRSC

112

159

160 161

PT S

TA.

161+29.6

6

PI S

TA.

160

+59.2

5

162

PC S

TA.

162+18.7

8

163

PT S

TA.

163

+34.6

1

PI S

TA.

162

+77.7

5

164

PC STA. 159+84.62



22' 2

4'

BLONDY JHUNE R

D.

P.R.C.C.T.

CAB. 2013, PG. 170

ROCK CREEK ACRES

LOTS 3R & 4

REPLAT OF

D.R.C.C.T.

DOC# 20141202001311490

BLONDY JHUNE PHASE 1 LLC

BDM DEVELOPERS

D.R.C.C.T.

DOC# 20130816001163550

& CAROL A. WINSTON

ROBERT B. WINSTON

39.2

4'

30.7

2'

R/W LINE

¡ CONST.

32.00'

+48.7232.00'

+68.72

LINE

PROPERTY

R/W LINE

ELECTRIC

OVERHEAD

EXISTING

20'

15'

R

15'R

PAVEMENT

EDGE OF

12.00' +33.72

12.00'

+83.72

PAVEMENT

EDGE OF

12.00' RT

STA. 160+00.00

END TRANSITION

12.00' LT

STA. 160+00.00

END TRANSITION

11.00' LT

STA. 159+49.04

BEGIN TRANSITION

FIRE HYDRANT

EXISTING

PAVEMENT

EDGE OF

R/W LINE

22'

24'

12.00'

+75.13

P.R.C.C.T.

CAB. 2013, PG. 360

ROCK CREEK FARMS

LOTS 1A

REPLAT OF

PROPERTY LINE

OF PAVEMENT

EXISTING EDGE

LAYOUT SHEET

SEE CULVERT

CULVERT # 7

CCCG-12

TXDOT STANDARD

(MODIFIED)


PAVEMENT

EDGE OF

10.33' RT

STA. 159+49.04

BEGIN TRANSITION

11.00' RT

STA 159+49.04


END TYPE II

24" CMP

REMOVE EXIST.

(TO REMAIN)

EXIST. MAILBOX

(TO REMAIN)

EXIST. MAILBOX

24" RCP

3

15'

R20'

12.00+75.13

32.00+90.13

32.00' RT

STA. 161+58.72



6" CONC. DRIVEWAY

3

TO REMAIN

EXISTING DRIVEWAY

TO REMAIN

EXISTING DRIVEWAY

EXISTING FENCE

4

32.00' RT

STA. 164+00.13



6" CONC. DRIVEWAY

-4.0% LT LANE LT LANE36' SE TRANS

+70.0

2

+4.0% RT LANE RT LANE36' SE TRANS

+70.0

2

+06.0

2+06.0

2

-4.0% LT LANE

+4.0% RT LANE

+02.7

2+02.7

2

-4.0% RT LANE

+45.7

2

+4.0% LT LANE

+45.7

2

RT LANE36' SE TRANS

+49.2

1

+13.2

1+13.2

1

-2.0% LT LANE

-2.0% RT LANE

PI +16.0

0

EL.

535.0

2(-) 0.132% (+) 1.982%

128' V.C.

K = 61

PI +78.0

0

EL.

540.2

2

(+) 1.982% (-) 3.682%

396' V.C.

K = 70

+52.0

0 E

L.

535.1

1

+80.0

0 E

L.

536.2

9

535.1

0

535.1

3

535.2

3

535.4

0

535.6

3

535.9

3

536.2

9+80.0

0 E

L.

536.2

9

536.6

6

536.9

7

537.2

2

537.4

2

537.5

6

537.6

4

537.6

6

537.6

3

537.5

4

537.3

9

537.1

9

EXIST. GROUND

LT LANE143' SE TRANS

RT LANE143' SE TRANS

LT LANE107' SE TRANS

CULVERT #7

24" RCP

+2.0% RT LANE

¡ DITCH LEFT(+) 2.60

%

(+) 3.97%

(+) 0.50%(-) 2.60%

05-14-2019

165+00 166+00 167+00 168+00 169+00

10 40

Feet

0

N

CURVE DATA CL14

PI STA. = 167+80.19

T = 123.49

L = 235.71

R = 319.95

PC STA. = 166+56.70

PT STA. = 168+92.41

MA

TC

H LIN

E S

TA.

164+00.0

0 MAT

CH LIN

E S

TA. 169+60.0

0

550 550

530

520

540

520

530

540

1" = 10' Vertical

1" = 40' Horizontal

SCALE

19

EXISTING BRIDGE AND BRIDGE APPROACH

304/02/19

3

ADDED DITCH PROFILES

ADDED/REMOVED DRIVEWAY &

ADDED RCP & SET 404/18/19

DATE DESCRIPTION

REVISIONS

NO.

SHEET

T:\

17-113 Blo

ndy Jhune\1800457\4 -

Desig

n\Pla

n Set\3.

Road

way\pavpla

np11(R

ev 4).dgn

4:4

7:5

8 P

M5/14/2019

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


LIC. No. 112052


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



CITY OF LUCAS


+20.2

1

NC

-2.0% RT LANE RT LANE22' SE TRANS

(MATCH EXIST.) -3.19%

+56.7

0

+34.7

0

LT LANE93' SE TRANS

(MATCH EXIST.) +3.19%

+56.7

0

+63.7

0

NC

-2.0% RT LANE

(-) 3.682%

PI +35.9

5

EL.

530.7

2

(-) 3.682% (-) 3.682%

530.0

4

+76.0

0 E

L.

532.9

3

537.1

9

536.9

3

536.6

1

536.2

3

535.8

0

535.3

1

534.7

6

534.1

6

533.5

0

EXIST. GROUND

NC NC

T

F

TEL21" OAK

48" PECAN

2" HB

18" HB

DBL 15" PECAN

18" HB

24" CEDAR

24" CEDAR

6" OAK

15" OAK

6" OAK

12" OAK

18" HB

18" HB18" OAK

15" OAK

15" CEDAR

15" CEDAR

15" CEDAR

12" CEDAR

10" TREE

8" TREE

15" TREE

48" PECAN

DBL 10" HB

48" PECAN

SOLAR PANEL

27.19' LT

STA. 165+58.82

ELEV. 532.130

E - 2558280.85

N - 7092206.96

IRSC

12

34.73' RT

STA. 165+85.40

ELEV. 529.753

E - 2558328.35

N - 7092159.15

SAM 5/8 SET IRSC

113 24.64' RT

STA. 168+12.04

ELEV. 523.633

E - 2558531.64

N - 7092213.73

SAM 5/8 SET IRSC

114

14.51' LT

STA. 169+02.74

ELEV. 527.090

E - 2558627.06

N - 7092229.57

3" BRASS CAP IN CONC.

BM 2

26.03' LT

STA. 168+65.93

ELEV. 521.291

E - 2558594.27

N - 7092252.96

IRSC

13

164

165

166

167168

PT S

TA. 168+92.4

1

PI S

TA.

167

+80.1

9

169

PC S

TA.

166+56.7

0

B-5

24'

EXISTING FENCE

BLONDY JHUNE R

D.

¡ CONST.

PAVEMENT

EDGE OF

R/W LINE

PAVEMENT

EDGE OF

P.R.C.C.T.

CAB. I, PG. 5

ROCK CREEK ACRES

LOT 1

D.R.C.C.T.

VOL. 5116, PG. 2131

& CAROL A. WINSTON

ROBERT B. WINSTON

TRACT 1

D.R.C.C.T.

VOL. 3261, PG. 32

& CAROL A. GRIFFIN

ROBERT G. GRIFFIN

D.R.C.C.T.

VOL. 4451, PG. 2478

& CAROL A. WINSTON

ROBERT B. WINSTON

FENCE

EXISTING

PROPERTY LINE

PROPERTY LINE


ELECTRIC

OVERHEAD

EXISTING

FIRE HYDRANT

EXISTING

32'

12.00'

+40.03 13.33'

+56.70

14.00'

+56.70

STA. 166+56.70

MATCH EXISTING

END RECONSTRUCTION

END CONC. PAVEMENTOF PAVEMENT

EXISTING EDGE

(TO REMAIN)

EXIST. MBGF

(TO REMAIN)

EXIST. MBGF

3

4

15'

R

20'

32.00+10.13

12.00+25.13

12" CMP

REMOVE EXIST.

3

TO REMAIN

EXISTING DRIVEWAY 3

4

32.00' RT

STA. 164+00.13



6" CONC. DRIVEWAY

W/ 6:1 SET

48' X 18" RCP


AFTER INSTALLATION

ROCK/GRAVEL TO REPLACE

STOCKPILE EXISTING

REPLACE AFTER INSTALLATION

ROCK/GRAVEL TO

STOCKPILE EXISTING

TO REMAIN

EXISTING DRIVEWAY

W/ 6:1 SET

28' X 18" RCP

05-14-2019

plan & profile...2019/05/14 · m lucas, tx. 75002 665 country club road city of lucas blondy...

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