plan & profile...2019/05/14 · m lucas, tx. 75002 665 country club road city of lucas blondy...
TRANSCRIPT
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
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N:
LA
ST S
AV
ED:
PL
OT
DA
TE:
PL
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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
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EF
OR
E
YO
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DIG,
DRILL,
TE
XA
S
ON
E C
ALL P
AR
TICIP
AN
TS R
EQ
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ST
1-800-
DIG-T
ES
S
TE
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E C
ALL S
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TE
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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
20' UTILITY EASEMENT
24'
BLONDY JHUNE RD.
¡ CONST.
PAVEMENT
EDGE OF
20' UTILITY EASEMENT
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
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
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
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
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
24" HACKBERRY24" HACKBERRY
12" HACKBERRY
15" HACKBERRY12" HACKBERRY
6" TREE
15" CEDAR12" HACKBERRY
6" TREE
18" HACKBERRY12" HACKBERRY12" HACKBERRY
12" 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
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
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)
TYPE II CURB & GUTTER
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
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
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
20' UTILITY EASEMENT
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
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
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
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
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
CURB & GUTTER (MODIFIED)
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)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
32.65' LT
STA. 152+07.69
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
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)
SEE DRIVEWAY DETAILS
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
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.
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
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
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
10' UTILITY EASEMENT
10' UTILITY EASEMENT
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)
TYPE II CURB & GUTTER
PAVEMENT
EDGE OF
10.33' RT
STA. 159+49.04
BEGIN TRANSITION
11.00' RT
STA 159+49.04
CURB & GUTTER (MODIFIED)
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
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
3
TO REMAIN
EXISTING DRIVEWAY
TO REMAIN
EXISTING DRIVEWAY
EXISTING FENCE
4
32.00' RT
STA. 164+00.13
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
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
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.
+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
10' UTILITY EASEMENT
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
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
W/ 6:1 SET
48' X 18" RCP
10' UTILITY EASEMENT
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