06-20-2019€¦ · pi sta. = 175+22.45 t = 69.21 l = 138.38 r = 2,500.00 pc sta. = 174+53.24 pt...
TRANSCRIPT
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
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AV
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PL
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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
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2:1
0
AM
6/20/2019
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LO
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LA
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AV
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PL
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PL
OT
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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
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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