10 40 Feet 0 N MAT CH L I NE ST A. 113 +60 . 00 1" = 40' Horizontal SCALE 1" = 10' Vertical 113+00 112+00 111+00 110+00 575 565 585 595 575 565 585 595 C U R V E DA T A C L 1 P I S T A . = 111 + 85 . 01 T = 85 . 03 L = 167 . 5 6 R = 399 . 94 P C S T A . = 110 + 99 . 98 P T S T A . = 112 + 67 . 55 9 109+00 3 04/02/19 & ADDED DITCH PROFILES ADDED/MODIFIED/REMOVED DRIVEWAY 3 DATE DESCRIPTION REVISIONS NO. SHEET T:\ 17 - 113 Bl ondy J hun e \ 1800457 \ 4 - De s i gn \ Pl a n Se t\ 3 . Ro a d wa y \ p a vp l a np01 ( Re v 3 ) . dgn 4 : 39 : 06 PM 4 / 15 / 2019 J Bogg e ss L OCATI ON: L AST SAVED: PL OT DATE: PL OTTED BY : 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 CALL BEFORE YOU DI G OR BL AST - STOP CALL 48 H OURS NOTI CE BEFORE YOU DI G, DRI LL , TEXAS ONE CALL PARTI CI PANTS REQUEST 1- 800- DI G- TESS TEXAS ONE CALL SYSTEM LUCAS, TX. 75002 665 COUNTRY CLUB ROAD PUBLIC WORKS DEPARTMENT CITY OF LUCAS BLONDY JHUNE RD. RECONST. F F T 10 " HA C K B E R R Y 6 " HA C K B E R R Y D B L 6 " HA C K B E R R Y 6 " C E DA R 8 " HA C K B E RR Y 8 " HA C K B E R R Y D B L 10 " C E D A R 1 0 " C E DA R 6 " HA C K B E RR Y 10 " HA C K B E RR Y 6 " HA C K B E RR Y D B L 8 " HA C K B E R R Y QUAD 12 " HA C K B E RR Y 10 " C E DA R 8 " HA C K B E RR Y 8 " HA C K B E R R Y 18 " HA C K B E RR Y 6 " HA C K B E RR Y 6 " HA C K B E RR Y 6 " OAK 8 " HA C K B E RR Y 10 " HA C K B E R R Y Q UA D 12 " HA C K B E RR Y 8 " HA C K B E RR Y 8 " C E D A R 10 " HA C K B E RR Y 6 " C E DA R 10 " HA C K B E RR Y 10 " OAK 10 " OAK 6 " HA C K B E RR Y 36 " ME S QU I TE 10 " HA C K B E RR Y 6 " ME S QU I TE QUAD 6 " HA C K B E R R Y 6 " ME S QU I TE D B L 10 " HA C K B E RR Y 12 " HA C K B E RR Y 6 " HA C K B E RR Y T R I6 " C E DA R 6 " OAK D B L 6 " C E DA R D B L 6 " C E DA R 6 " C E D A R 6 " C E DA R D B L 1 0 " HA C K B E RR Y 1 0 " C E DA R 6 " C E DA R D B L 6 " HA C K B E RR Y D B L 1 5 " C E DA R D B L 1 2 " C E DA R QUAD 6 " HA C K B E R R Y D B L 21 " OAK 15 " EL M 36.24' LT STA. 113+58.21 ELEV. 572.99 E - 2553590.63 N - 7090524.50 5/8" IRSC 119 108 109 110 PC STA. 110 +99 . 98 1 1 1 112 PT STA. 112 +67 . 55 PI STA. 111 +85 . 01 113 EXISTING FENCE STA. 108+45.13 (MATCH EXISTING) BEGIN CONC. PAVEMENT BEGIN RECONSTRUCTION BEGIN PROJECT B L ONDY J HUN E R D . PAVEMENT EDGE OF ¡ CONST. EXISTING FENCE FIRE HYDRANT EXISTING PAVEMENT EDGE OF 15 ' R 15 ' R EXISTING FENCE EXISTING FENCE 24 ' 2 4 ' 24 ' ELECTRIC OVERHEAD EXISTING 14.48' RT STA. 113+14.36 RELOCATE MAILBOX LINE (TYP.) PROPERTY OF PAVEMENT EXISTING EDGE 12" CMP REMOVE EXIST. 16 ' 32.00' +87.14 32.00' +03.14 32.00' RT STA. 112+95.14 (MATCH EXIST. LINE & GRADE) SEE DRIVEWAY DETAILS 6" CONC. DRIVEWAY 12.00' +72.14 12.00' +18.14 3 12.00' +37.62 32.00' +57.62 12.00' +01.62 24 ' 32.00' +81.62 2 % 3 W/ 6:1 SET 38' X 24" RCP 12 . 00 ' + 70 . 90 3 20 ' R 2 0 ' R W/ 6:1 SET 30' X 18" RCP 32.00' LT STA. 109+69.62 SEE DRIVEWAY DETAILS 6" CONC. DRIVEWAY 589 . 07 PI +05 . 00 EL . 586 . 67 (-) 1 . 500 % (-) 4 . 400 % 279' V.C. K = 96 PI +00 . 00 EL . 573 . 69 ( - ) 4 . 400 % (-) 1 . 480 % 311' V.C. K = 107 +65 . 50 EL . 588 . 76 588 . 53 588 . 18 587 . 79 587 . 36 586 . 88 586 . 36 585 . 80 585 . 20 584 . 56 583 . 88 583 . 15 582 . 39 581 . 58 580 . 73 +44 . 50 EL . 580 . 53 579 . 86 579 . 03 578 . 23 577 . 48 576 . 76 576 . 08 575 . 43 574 . 82 574 . 25 573 . 72 573 . 23 +15 . 98 LT LANE 9' SE TRANS -2.5% LT LANE +06 . 98 -2.0% LT LANE RT LANE 81' SE TRANS +2.5% RT LANE +15 . 98 +34 . 98 -2.0% RT LANE +32 . 55 LT LANE 9' SE TRANS +23 . 55 -2.5% LT LANE RT LANE 81' SE TRANS +32 . 55 +51 . 55 +2.5% RT LANE (MATCH EXIST.) -2.40% (MATCH EXIST.) -0.54% RT LANE 26' SE TRANS +52 . 13 LT LANE 7' SE TRANS -2.0% LT LANE -2.0% RT LANE +71 . 13 +45 . 13 +45 . 13 RT LANE -2.0% LT LANE -2.0% EXIST. GROUND ¡ DITCH LEFT ¡ DITCH RIGHT INV EL. 573.14 INV EL. 571.83 INV EL. 582.64 +50.62 INV EL. 581.88 +88.62 +80.14 +10.14 (-) 2 . 11 % (-) 2 . 01 % (-) 3 . 43 % (-) 3 . 49 % (-) 2 . 35 % (-) 4 . 3 4 % (-) 4 . 36 % (- ) 3 . 14 % (-) 3 . 4 5 % 04-15-2019
Transcript
10 40
Feet
0
N
MA
TC
H LIN
E S
TA.
113+60.0
0
1" = 40' Horizontal
SCALE
1" = 10' Vertical
113+00112+00111+00110+00
575
565
585
595
575
565
585
595
CURVE DATA CL1
PI STA. = 111+85.01
T = 85.03
L = 167.56
R = 399.94
PC STA. = 110+99.98
PT STA. = 112+67.55
9
109+00
304/02/19 & ADDED DITCH PROFILES
ADDED/MODIFIED/REMOVED DRIVEWAY
3
DATE DESCRIPTION
REVISIONS
NO.
SHEET
T:\
17-113 Blo
ndy Jhune\1800457\4 -
Desig
n\Pla
n Set\3.
Road
way\pavpla
np01(R
ev 3).dgn
4:3
9:0
6 P
M4/15/2019
JB
oggess
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
FT
10" HACKBERRY6" HACKBERRYDBL 6" HACKBERRY
6" CEDAR8" HACKBERRY
8" HACKBERRY
DBL 10" CEDAR 10" CEDAR6" HACKBERRY10" HACKBERRY6" HACKBERRYDBL 8" HACKBERRY
QUAD 12" HACKBERRY10" CEDAR8" HACKBERRY
8" HACKBERRY
18" HACKBERRY6" HACKBERRY6" HACKBERRY
6" OAK8" HACKBERRY
10" HACKBERRYQUAD 12" HACKBERRY
8" HACKBERRY 8" CEDAR10" HACKBERRY
6" CEDAR
10" HACKBERRY
10" OAK10" OAK 6" HACKBERRY
36" MESQUITE10" HACKBERRY6" MESQUITE
QUAD 6" HACKBERRY
6" MESQUITE
DBL 10" HACKBERRY
12" HACKBERRY
6" HACKBERRY
TRI 6" CEDAR
6" OAK
DBL 6" CEDAR
DBL 6" CEDAR
6" CEDAR
6" CEDAR
DBL 10" HACKBERRY
10" CEDAR6" CEDAR
DBL 6" HACKBERRY
DBL 15" CEDAR
DBL 12" CEDAR
QUAD 6" HACKBERRY
DBL 21" OAK
15" ELM
36.24' LT
STA. 113+58.21
ELEV. 572.99
E - 2553590.63
N - 7090524.50
5/8" IRSC
119
108
109
110
PC S
TA.
110
+99.9
8
111 112
PT S
TA.
112+67.5
5
PI S
TA.
111
+85.0
1
113
EXISTING FENCE
STA. 108+45.13
(MATCH EXISTING)
BEGIN CONC. PAVEMENT
BEGIN RECONSTRUCTION
BEGIN PROJECT
BLONDY JHUNE RD.
PAVEMENT
EDGE OF
¡ CONST.
EXISTING FENCE
FIRE HYDRANT
EXISTING
PAVEMENT
EDGE OF
15'
R
15'
R
EXISTING FENCE
EXISTING FENCE
24'2
4'
24'
ELECTRIC
OVERHEAD
EXISTING
14.48' RT
STA. 113+14.36
RELOCATE MAILBOX
LINE (TYP.)PROPERTY
OF PAVEMENT
EXISTING EDGE
12" CMP
REMOVE EXIST.
16'
32.00'
+87.14
32.00'
+03.14
32.00' RT
STA. 112+95.14
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
12.00'
+72.14
12.00'
+18.14
3
12.00'
+37.62
32.00'
+57.62
12.00'
+01.62
24'
32.00'
+81.62
2%
3
W/ 6:1 SET
38' X 24" RCP
12.00'+70.90
3
20'R
20'R
W/ 6:1 SET
30' X 18" RCP
32.00' LT
STA. 109+69.62
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
589.0
7 PI +05.0
0
EL.
586.6
7
(-) 1.500% (-) 4.400%
279' V.C.
K = 96
PI +00.0
0
EL.
573.6
9
(-) 4.400% (-) 1.480%
311' V.C.
K = 107
+65.5
0 E
L.
588.7
6
588.5
3
588.1
8
587.7
9
587.3
6
586.8
8
586.3
6
585.8
0
585.2
0
584.5
6
583.8
8
583.1
5
582.3
9
581.5
8
580.7
3+44.5
0 E
L.
580.5
3
579.8
6
579.0
3
578.2
3
577.4
8
576.7
6
576.0
8
575.4
3
574.8
2
574.2
5
573.7
2
573.2
3
+15.9
8
LT LANE9' SE TRANS
-2.5% LT LANE
+06.9
8
-2.0% LT LANE
RT LANE81' SE TRANS
+2.5% RT LANE
+15.9
8
+34.9
8
-2.0% RT LANE
+32.5
5
LT LANE9' SE TRANS
+23.5
5
-2.5% LT LANE
RT LANE81' SE TRANS
+32.5
5
+51.5
5
+2.5% RT LANE
(MATCH EXIST.) -2.40%
(MATCH EXIST.) -0.54%
RT LANE26' SE TRANS
+52.1
3
LT LANE7' SE TRANS
-2.0% LT LANE
-2.0% RT LANE
+71.1
3
+45.1
3+45.1
3
RT LANE
-2.0%
LT LANE
-2.0%
EXIST. GROUND
¡ DITCH LEFT
¡ DITCH RIGHT
INV EL. 573.14
INV EL. 571.83
INV EL. 582.64
+50.62
INV EL. 581.88
+88.62
+80.14
+10.14
(-) 2.11%
(-) 2.01%
(-) 3.43%
(-) 3.49%
(-) 2.35%
(-) 4.34%
(-) 4.36%
(-) 3.14%
(-) 3.45%
04-15-2019
10 40
Feet
0
N
MA
TC
H LIN
E S
TA.
119+20.0
0M
AT
CH LIN
E S
TA.
113+60.0
0
CURVE DATA CL2
PI STA. = 116+17.89
T = 101.09
L = 200.62
R = 659.90
PC STA. = 115+16.80
PT STA. = 117+17.42
24" OAK
CURVE DATA CL3
PI STA. = 118+89.03
T = 57.45
L = 114.83
R = 1,399.79
PC STA. = 118+31.59
PT STA. = 119+46.42
24" OAK
555
565
575
585
555
565
575
585
114+00 115+00 116+00 117+00 118+00 119+00
1" = 10' Vertical
1" = 40' Horizontal
SCALE
10
304/02/19 3 LABELS & ADDED DITCH PROFILE
ADDED DRIVEWAY, RCP, MODIFIED
33
DATE DESCRIPTION
REVISIONS
NO.
SHEET
T:\
17-113 Blo
ndy Jhune\1800457\4 -
Desig
n\Pla
n Set\3.
Road
way\pavpla
np02(R
ev 3).dgn
4:3
9:0
7 P
M4/15/2019
JB
oggess
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
8" OAK
6" OAK 6" OAK
DBL 10" OAK
8" HACKBERRY
6" ELM
QUAD 12" HB
TRI 8" HACKBERRY
6" HACKBERRY
QUAD 12" ELM
6" HACKBERRY
6" HACKBERRY
DBL 6" HACKBERRY
6" HACKBERRY
6" HACKBERRY
DBL 6" HACKBERRY
DBL 6" HACKBERRY
8" HACKBERRY
10" HACKBERRY
8" HACKBERRYDBL 6" OAK
6" OAK
8" OAK
TRI 10" HACKBERRY
8" HACKBERRY
DBL 10" HACKBERRY
DBL 8" ELM
8" HACKBERRY
QUAD 12" HACKBERRY
DBL 10" HACKBERRY
DBL 12" HACKBERRY
12" HACKBERRY
12" HACKBERRY
6" HACKBERRY
6" HACKBERRY
8" HACKBERRY
15" HACKBERRY
12" HACKBERRY
8" HACKBERRY
8" HACKBERRY DBL 12" CEDAR 10" TREE
6" HACKBERRY
12" HACKBERRY
6" ELM
12" HACKBERRY
6" ELM8" HACKBERRY
15" HACKBERRY
6" ELM
6" ELM8" HACKBERRY 12" ELM10" ELM
HACKBERRY
18" HACKBERRY
12" HACKBERRY
DBL 18"HACKBERRY
12" HACKBERRY
15" HACKBERRY18" HACKBERRY18" TREE 12" TREE
12" HACKBERRY
12" HACKBERRY
DBL 12" HACKBERRY
15" HACKBERRY
12" HACKBERRY
6" HACKBERRY
12" HACKBERRY
18" HACKBERRY
24" HACKBERRY
15" HACKBERRY
12" HACKBERRY
10" CEDAR
2" HACKBERRY
12" HACKBERRY
15" HACKBERRY
6" HACKBERRY
24" HACKBERRY
12" HACKBERRY12" TREE
12" HACKBERRY
10" HACKBERRY
15" HACKBERRY
24" TREE
24" HACKBERRY
8" HACKBERRY
12" ELM
10" OAK
10" OAK
10" HB
12" OAK
8" HB
8" OAK
6" HB
6" HB
8" CEDAR
10" CEDAR6" CEDAR
8" OAK
6" CEDAR
8" HB
6" ELM
24" OAK
24" OAK
10" CEDAR
6" CEDAR5" ELM
18" ELM
18" ELM
114
115
PC S
TA.
115+16.8
0
116117
PT S
TA.
117
+17.4
2
PI S
TA.
116
+17.8
9
118
PC S
TA.
118
+31.5
9
119
PI S
TA.
118+89.0
3
EXISTING FENCE
BLONDY JHUNE RD.
¡ CONST.
12.00'
+18.90
EXISTING FENCE
10'
R
15'
R
10'
R
24'2
4'
PAVEMENT
EDGE OF
PROPERTY LINE (TYP.)
PROPERTY LINE (TYP.)
FIRE HYDRANT
EXISTING
PAVEMENT
EDGE OF
OF PAVEMENT
EXISTING EDGE
18.78' RT
STA. 114+60.07
REPLACEMENT
END FENCE
ELECTRIC
OVERHEAD
EXISTING
LAYOUT SHEET
SEE CULVERT
CULVERT # 1
19.04' RT
STA. 114+20.74
REPLACEMENT
BEGIN FENCE
15.99' RT
STA. 118+29.30
END FENCE REPLACEMENT
LAYOUT SHEET
SEE CULVERT
CULVERT # 2
16.12' RT
STA. 117+89.87
REPLACEMENT
BEGIN FENCE
REMOVE 36" CMP
REMOVE 24" CMP
24'
24'
24" RCP
15'R
24'
12.00'
+12.90
32.00'
+97.90
32.00'
+29.90
3
3
12.00+17.90
24" RCP 12.00+51.68
11'
PROPERTY LINE (TYP.)
ELECTRIC
OVERHEAD
EXISTING
~
32.00114+85.90
STA. 109+69.62
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
32.00'
+09.90
32.00' LT
STA. 114+41.90
(MATCH EXIST. GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
32.00'
+73.90
32.00'
+53.90
EXIST. GRAVEL
SALVAGE
32.00' LT
STA. 114+41.90
(MATCH EXIST. GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
32.00'
+85.90
3
12.00'
+70.90
27.44' LT
STA. 117+88.86
REPLACEMENT
BEGIN FENCE
FIRE HYDRANT
EXISTING
17.34' LT
STA. 118+51.64
END FENCE REPLACEMENT
26.96' LT
STA. 118+34.93
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
5'
OTHERS)
FENCE (BY
EXIST.
RELOCATE
W/ 6:1 SET
24" RCP
2 FT TRANSITION AT ROADWAY
TYPE II CURB (MODIFIED) WITH
2 FT TRANSITION AT ROADWAY
TYPE II CURB (MODIFIED) WITH
PI +71.0
0
EL.
569.6
8
(-) 1.480% (-) 2.340%
PI +80.0
0
EL.
564.7
9
(-) 2.340% (+) 0.860%
308' V.C.
K = 96
+55.5
0 E
L.
571.3
9
573.2
3
572.7
7
572.3
5
571.9
7
571.6
3
+26.0
0 E
L.
568.3
9
568.0
7
567.6
6
567.2
8
566.9
4
566.6
5
566.4
0
566.1
9
566.0
2
565.8
9
565.8
1
565.7
6
565.7
6
565.8
0
565.8
8
566.0
0
CULVERT #2
24" RCP
CULVERT #1
24" RCP
¡ DITCH LEFT
+82.03
INV EL. 569.91
(-) 0.09%
(-) 1.98%
(-) 5.03% (+) 6.03
% (+) 0.63%
04-15-2019
1" = 10' Vertical
1" = 40' Horizontal
SCALE
EXISTING BRIDGE AND BRIDGE APPROACH
535 124+00123+00122+00121+00120+00
545
555
565
535
N
10 40
Feet
0
MAT
CH LIN
E S
TA. 124+80.0
0
MA
TC
H LIN
E S
TA.
119+20.0
0
CURVE DATA CL4
PI STA. = 122+35.61
T = 72.58
L = 137.19
R = 169.97
PC STA. = 121+63.03
PT STA. = 123+00.22
11
565
570
560
304/02/19 3 ADDED LABEL & DITCH PROFILES
MODIFIED MAILBOX RELOCATION,
3
DATE DESCRIPTION
REVISIONS
NO.
SHEET
T:\
17-113 Blo
ndy Jhune\1800457\4 -
Desig
n\Pla
n Set\3.
Road
way\pavpla
np03(R
ev 3).dgn
4:3
9:0
8 P
M4/15/2019
JB
oggess
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.
FTEL
F
F
12" HACKBERRY
DBL 12" CEDAR
12" CEDAR
12" CEDAR
6" ELMDBL HACKBERRY
12" CEDAR
8" CEDAR12" CEDAR
DBL 6" CEDAR
6" CEDAR
6" CEDAR
QUAD 6" CEDAR
6" CEDAR
DBL 6" CEDAR
8" CEDAR
6" CEDAR
QUAD 6" CEDAR
12" CEDAR
6" HACKBERRY
8" CEDAR
DBL 6" CEDAR
DBL 6" CEDAR
12" HACKBERRY
TRI 6" CEDAR6" HACKBERRY
8" HACKBERRY
12" HACKBERRY
10" CEDAR
12" CEDAR
TRI 6" CEDAR
10" OAK
8" CEDAR
TRI 6" CEDAR
12" CEDAR
DBL 10" CEDAR
DBL 6" CEDAR
6" CEDAR
TREE
6" TREE
6" ELM
6" HACKBERRY
6" HACKBERRY
8" HACKBERRY
DBL 6" TREE
DBL 6" ELM
DBL 12" ELM
12" HACKBERRY
15" CEDAR
TRI 10" CEDAR
15" HACKBERRY
12" CEDAR
12" HACKBERRY
15" HACKBERRY
15" HACKBERRY
12" CEDAR
8" CEDAR
12" CEDAR
6" CEDAR
6" CEDAR
6" CEDAR
12" OAK
15" OAK
12" OAK
12" OAK8" OAK
6" OAK
10" CEDAR
BOREHOLE
557.51
BOREHOLE
557.56
22.21' RT
STA. 120+54.27
ELEV. 564.037
E - 2554277.61
N - 7090624.98
5/8" IRSC
118
11.29' RT
STA. 123+88.96
ELEV. 560.260
E - 2554571.39
N - 7090771.52
3" BRASS CAP IN CONC.
BM 1
PT S
TA.
119+46.4
2
120
121
PC S
TA.
121+63.0
3
122
123
PT S
TA. 123+00.2
2
PI S
TA.
122
+35.6
1
124
PC S
TA. 124+43.1
7
PI S
TA. 124+75.9
3
EXISTING FENCE
FIRE HYDRANT
EXISTING
EXISTING FENCE
FENCE
EXISTING
MBGF
STA. 123+88.48
FACE OF ABUTMENT
BEGIN APPROACH SLAB
STA. 123+43.49
FACE OF ABUTMENT
END APPROACH SLAB
B-2
B-1
20' UTILITY EASEMENT
20' UTILITY EASEMENT
¡ CONST.
38.31' RT
STA. 122+73.99
24' WIDE DRIVEWAY
BLONDY JHUNE RD.
PAVEMENT
EDGE OF
PAVEMENT
EDGE OF
24'
ELECTRIC
OVERHEAD
EXISTING
ELECTRIC
OVERHEAD
EXISTING
R/W LINE
PROPERTY LINE (TYP.)
PROPERTY LINE (TYP.)
PROPERTY LINE (TYP.)
(TO REMAIN)EXIST. MBGF
OF PAVEMENT
EXISTING EDGE
32.00' RT
STA. 119+98.28
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
STA. 121+44.12
28 LF CONC. HEADER
BEGIN REINF. CONC. PAVEMENT
END CONC. PAVEMENT
40.00' LT
STA. 120+72.06
(EXISTING TO REMAIN)
20' WIDE 6" CONC. DRIVEWAY
34.00' RT
STA. 120+74.96
(EXISTING TO REMAIN)
12' WIDE DRIVEWAY
CONC. PAVEMENT
HARMONIZE W/
CONC. PAVEMENT
HARMONIZE W/
6'
R15'
34.76'
+95.44
34.76'
+12.75
12.00'
+10.03
OF PAVEMENT
EXISTING EDGE
STA. 123+23.49
END REINF. CONC. PAVEMENT
BEGIN BRIDGE APPROACH SLAB (BAS-C)
STA. 124+08.48
BEGIN REINF. CONC. PAVEMENT
END BRIDGE APPROACH SLAB (BAS-C)
(TO REMAIN)EXIST. MBGF
20'
R
12.00'
+70.78
3
3 NEAREST JOINT
SAW CUT AT
13.67' LT
STA. 120+42.74
RELOCATE MAILBOXES3
13.67' LT
STA. 119+79.34
RELOCATE MAILBOXES
2 FT TRANSITION AT ROADWAY
TYPE II CURB (MODIFIED) WITH
PI +25.0
0
EL.
566.8
9
(+) 0.860% (-) 1.680% PI +91.9
7
EL.
565.7
7
(-) 1.680%(-) 2.947%
566.0
0
-2.0% RT LANE
+46.0
0
(MATCH EXIST.) -1.5%
+46.0
0
(MATCH EXIST.) -2.0%
LT LANE9' SE TRANS
-2.0% RT LANE
+37.0
0
+34.0
0 E
L.
566.1
1
¡ DITCH LEFT
(+) 0.63% (+) 0.63%04-15-2019
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 3 & ADDED DITCH PROFILES
MODIFIED DRIVEWAY
3
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 3).dgn
4:3
9:0
9 P
M4/15/2019
JB
oggess
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
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
(MODIFIED)
TYPE II CURB
12.00'
+98.17
PROP. OWNER
COLOR. COORDINATE W/
JOINT, MATCH CONC.
SAW CUT AT NEAREST
(MODIFIED)
CURB
TYPE II
4'
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
¡ 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%
04-15-2019
550
560
570
580
131+00 132+00 133+00 134+00 135+00 550
560
570
580
10 40
Feet
0
N
CURVE DATA CL7
PI STA. = 132+17.97
T = 186.57
L = 349.98
R = 408.00
PC STA. = 130+31.40
PT STA. = 133+81.38
MAT
CH LIN
E S
TA. 130+40.0
0
MA
TC
H LIN
E S
TA.
136+00.0
0
1" = 10' Vertical
1" = 40' Horizontal
SCALE
13
ASPHALT PAVEMENT (TO BE REMOVED)
3 ADDED DITCH PROFILES
3
DATE DESCRIPTION
REVISIONS
NO.
SHEET
T:\
17-113 Blo
ndy Jhune\1800457\4 -
Desig
n\Pla
n Set\3.
Road
way\pavpla
np05(R
ev 3).dgn
4:3
9:1
2 P
M4/15/2019
JB
oggess
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
T
12" C
EDAR
12" O
AK
12" O
AK
8" O
AK
6" C
EDAR
10" O
AK
SOLA
R P
ANEL
STO
NE
COLU
MN
40.99' RT
STA. 134+90.48
ELEV. 573.709
E - 2555482.12
N - 7091287.09
5/8" IRF
107
43.55' RT
STA. 134+95.48
ELEV. 573.920
E - 2555487.20
N - 7091289.50
SEARCH TIE
7
CUR
VE
DAT
A CL7
PI ST
A. = 132+17.97
T = 186.57
131
132
133
PT S
TA.
133+81.3
8
PI S
TA.
132+17.9
7
134
135
136
PC S
TA.
136+09.5
7
R/W LINE
R/W LINE
24'
24'
BLONDY JHUNE R
D.
¡ CONST.
P.R.C.C.T.
CAB. P, PG. 759
RESERVE LOT
D.R.C.C.T.
VOL. 5210, PG. 3988
LOVEJOY ISD
32.6
5'
33.4
9'
32.6
2'
35.6
7'
PAVEMENT
EDGE OF
TRAIL
BLONDY JHUNE
R/W LINE
R/W LINE
ELECTRIC
OVERHEAD
EXISTING20' UTILITY EASEMENT
EXIST. FIRE HYDRANT
20' UTILITY EASEMENT
18'
PROPERTY LINE
PAVEMENT
EDGE OF
TR
AIL
BLO
ND
Y JH
UN
E
AND GRADED LEVEL WITH ADJACENT NATURAL GROUND
EXISTING PAVEMENT TO BE REMOVED COMPLETELY
100'R
107.14' RT
STA. 132+98.58
(MATCH EXIST. LINE & GRADE)
6" CONC. PAVEMENT
BLONDY JHUNE ROAD
SECTION TO MATCH
CONC. PAVEMENT
~
30'
R30'
R
80'
R
12.00'
+05.84
12.00'
+32.84
LAYOUT SHEET
SEE CULVERT
CULVERT # 3
OF PAVEMENT
EXISTING EDGE
2-12" CMP
REMOVE EXIST.
30" RCP
EXIST. CMP
REMOVE 18"
+2.0% RT LANE
+45.6
0
71' SE TRANS RT LANE+2.0% RT LANE NC
+38.1
8
+67.1
8
+94.9
7
LT LANE107' SE TRANS
+23.9
7
NC
-2.0% RT LANE
PI +80.0
0
EL.
573.1
3
(-) 0.172% (+) 0.377%
CULVERT #3
30" RCP
-2.0% LT LANE
EXIST. GROUND
¡ DITCH LEFT
¡ DITCH RIGHT
¡ DITCH LEFT
¡ DITCH RIGHT
(-) 0.47%
(-) 0.72%
(-) 0.31%(-) 6.89% (+)
6.89%
(+) 0.89% (+) 0.91%
(+) 1.09%
(+) 0.57%
(+) 0.26%
(-) 1.00%
04-15-2019
555
565
575
585
137+00 138+00 139+00 140+00 141+00 555
565
575
585
10 40
Feet
0
N
CURVE DATA CL8
PI STA. = 137+92.25
T = 182.68
L = 339.51
R = 371.00
PC STA. = 136+09.57
PT STA. = 139+49.08
MATC
H LIN
E S
TA. 136+00.0
0
MA
TC
H LIN
E S
TA.
141+60.0
0
1" = 10' Vertical
1" = 40' Horizontal
SCALE
14
304/02/19 PROFILES
MODIFIED DRIVEWAY & ADDED DITCH
3
DATE DESCRIPTION
REVISIONS
NO.
SHEET
T:\
17-113 Blo
ndy Jhune\1800457\4 -
Desig
n\Pla
n Set\3.
Road
way\pavpla
np06(R
ev 3).dgn
4:3
9:1
3 P
M4/15/2019
JB
oggess
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.
SCVSCV
F
12" CEDAR
12" CEDAR
12" CEDAR 12" CEDAR
12" CEDAR
10" CEDAR
24" HACKBERRY
18" HACKBERRY
15" HACKBERRY
12" OAK
DBL 15" BOIS-DE-ARC
15" HACKBERRY
DBL 12" PHOTINIA
STONECOLUMN
STONECOLUMN
ATT
37.98' LT
STA. 140+55.27
E - 2555922.05
N - 7091589.92
5/8" IRF
108
136
PC S
TA. 136+09.5
7
137
138 139
PT S
TA.
139+49.0
8
PI S
TA.
137+92.2
5
140
141B-3
R/W LINE
20' UTILITY EASEMENT
20' UTILITY EASEMENT
24'
24'
BLONDY JHUNE RD.
¡ CONST.
PAVEMENT
EDGE OF
MA
RY LE
E LN. R/W LINE
PAVEMENT
EDGE OF
P.R.C.C.T.
CAB. P, PG. 759
RESERVE LOT
D.R.C.C.T.
VOL. 5210, PG. 3988
LOVEJOY ISD D.R.C.C.T.
VOL. 3958, PG. 951
CITY OF LUCAS
D.R.C.C.T.
VOL. 5076, PG. 5302
TIMOTHY WADE TAYLOR
35.0
3'
33.2
3'
15'
R
PROPERTY LINE
48.22'
+14.48
ELECTRIC
OVERHEAD
EXISTINGELECTRIC
OVERHEAD
EXISTING
SAW CUT
24'30'
R
12.00'
+60.82
45.45'
+90.62
(TO REMAIN)
EXISTING FENCE
34.1
2'
31.8
8'
SAW CUT
PAVEMENT
EDGE OF
20' UTILITY EASEMENT
R/W LINE
CONCRETE
HARMONIZE WITH
PAVEMENT
EDGE OF
~
(MATCH EXIST. LINE & GRADE)
CONC. PAVEMENT
30'
R
12.00'
+45.32
OF PAVEMENT
EXISTING EDGE
BLONDY JHUNE ROAD
SECTION TO MATCH
CONC. PAVEMENT
(TO REMAIN)
EXIST. 18" RCP
AND (TO REMAIN)
EXIST. DRIVEWAY
(TO REMAIN)
EXIST. 48" RCP
CULVERT # 4
(TO REMAIN)
EXISTING MAILBOX
4'
R
12.00'
+93.03
335.02'
+78.67
NEAREST JOINT
SAWCUT AT
33.28' RT
STA. 140+84.93
(MATCH EXIST. LINE & GRADE)
6" CONC. DRIVEWAY
-4.0% RT LANE RT LANE36' SE TRANS
+63.6
8
+4.0% LT LANE LT LANE107' SE TRANS
+34.6
8
NC
+27.6
8+27.6
8
-4.0% RT LANE
+4.0% LT LANE
+30.9
7+30.9
7
-2.0% RT LANE
+71.4
5 E
L.
575.1
8
575.1
6
575.1
0
575.0
1
574.8
8
574.7
1
574.5
1
574.2
7
574.0
0
573.6
9
573.3
5
EXIST. GROUND
PI +12.0
0
EL.
575.5
1
(+) 0.377% (-) 0.128%
RT LANE36' SE TRANS
CULVERT #4
EXIST. 48" RCP PIPE
NC
¡ DITCH LEFT
(-) 0.23%(+) 1.62%
04-15-2019
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
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 3).dgn
4:3
9:1
3 P
M4/15/2019
JB
oggess
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
20'
EASEMENT
20' UTILITY
32.67'
+83.81
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
32.67' LT
STA. 146+73.71
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
32.67'
+63.61
11.00'
+98.92
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
W/ 6:1 SET
68' X 18" RCP
11.00'
+48.52
LANDSCAPE
PRESERVE OR RESTORE
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%
04-15-2019
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
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
R/W LINE
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
FIRE HYDRANT
EXISTING
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
PAVEMENT
EDGE OF
PAVEMENT
EDGE OF
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
32.67' LT
STA. 152+05.89
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVE
R/W LINE
EXISTING FENCE
PROPERTY LINE
LAYOUT SHEET
SEE CULVERT
CULVERT # 5
PROPERTY LINE
OF PAVEMENT
EXISTING EDGE
CCCG-12
TXDOT STANDARD
(MODIFIED)
TYPE II CURB & GUTTER
CCCG-12
TXDOT STANDARD
GUTTER (MODIFIED)
TYPE II CURB &
(TO REMAIN)
PROTECT EXIST. TREES
W/ 6:1 SET
26' X 18" RCP
18" CMP
REMOVE EXIST.
15" CMP
REMOVE EXIST.
30" CMP
REMOVE EXIST.
18" 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
LANDING STONES
RELOCATE/STOCKPILE
BERM
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
32.03' RT
STA. 149+01.34
(MATCH EXIST. GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
11.00' RT
STA. 149+22.99
(MODIFIED)
CURB & GUTTER
BEGIN TYPE II
10.33'
+27.37
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 3).dgn
4:3
9:1
5 P
M4/15/2019
JB
oggess
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.
04-15-2019
525
535
545
555
153+00 154+00 155+00 156+00 157+00 158+00 525
535
545
555
N
10 40
Feet
0
CURVE DATA CL11
PI STA. = 155+08.88
T = 34.64
L = 69.26
R = 1,020.00
PC STA. = 154+74.24
PT STA. = 155+43.50
MA
TC
H LIN
E S
TA.
152
+80.0
0 MA
TC
H LIN
E S
TA.
158
+40.0
0
1" = 10' Vertical
1" = 40' Horizontal
SCALE
17
304/02/19 ADDED DITCH PROFILES
MODIFIED TEXT LABEL &
3
PI +00.0
0
EL.
541.1
9
(-) 0.413% (-) 1.342%
PI +00.0
0
EL.
539.8
5
(-) 1.342% (-) 1.061%
PI +00.0
0
EL.
537.7
3
(-) 1.061% (-) 1.527%
PI +45.0
0
EL.
535.5
1
(-) 1.527% (-) 0.132%
165' V.C.
K = 118
+62.5
0 E
L.
536.7
7
+27.5
0 E
L.
535.4
0
536.5
2
536.2
6
536.0
3
535.8
4
535.6
8
535.5
6
535.4
7
535.4
1
EXIST. GROUND
CULVERT #6
30" RCP
¡ DITCH LEFT
+01.83
INV EL. 533.29+31.56
INV. EL. 531.00
(-) 0.48%(-) 0.79%
(-) 2.00%
(-) 2.35%
(-) 7.92%
(+) 7.9
2%
T
F
F
6" ELM
18" ELM
6" OAK
6" HB
DBL 6" HB
12" OAK
TRI 15"HB8" OAK
DBL 12" HB15" HB8" OAK
12" OAK
30" CEDAR
12" OAK
6" OAK
TRI 18" OAK
12" HB
10" HB
15" HB
6" OAK6" OAK
18" OAK
12" OAK
DBL 15" MESQUITE
15" OAK
12" HB
18" HB
24" OAK
8" HB
DBL 8" HB
8" OAK
10" OAK
6" OAK
10" OAK
6" OAK
12" HB
8" HB
12" OAK15" OAK
DBL 15" OAK
10" HB 12" OAK 8" OAK
6" OAK
10" HB 10" HB
8" HB
10" MESQUITE
6" OAK
DBL 10" HB DBL 10" HB
6" HB
6" OAK
6" HB
6" OAK
8" OAK
DBL 10" HB
10" OAK
8" HB
8" OAK
8" HB
DBL 8" OAK
10" OAK
DBL 12" HB
10" HB12" OAK
10" OAK
6" HB
8" HB
10" OAK
10" OAK15" OAK
TRI 12" HB
10" HB
8" HB
DBL 12" OAK
8" HB
18" HB
12" OAK
12" OAK
6" OAK
8" OAK
DBL 6" HB
6" HB
12" HB
15" HB 15" HB
15" HB
15" OAK
12" HB
15" OAK6" OAK15" HB
24" HB
12" OAKDBL 15" HB
18" OAK
8" PECAN
DBL 8" PECAN
TRI 18" PECAN
12" PECAN 21" OAK
DBL 24" PECAN
27" OAK
10" OAK
TRI 18" OAK
30" OAK 21" HB
18" TREE(DEAD)
DBL 6" ELM
35.91' LT
STA. 157+14.08
ELEV. 536.432
E - 2557536.09
N - 7091857.62
SAM 5/8 SET IRSC
111
153154
PC S
TA.
154
+74.2
4
155
PT S
TA.
155
+43.5
0
PI S
TA.
155
+08.8
8
156157
158
22' 2
2'
BLONDY JHUNE RD. ¡ CONST.
EXISTING FENCE
TRACT 2
D.R.C.C.T.
VOL. 3261, PG. 32
& CAROL A. GRIFFIN
ROBERT G. GRIFFIN
D.R.C.C.T.
VOL. 3335, PG. 892
& LAURENDA C. HILLEN
DOUGLAS A. HILLEN
D.R.C.C.T.
DOC# 20140402000315690
AMBER SILVERIO
39.2
4'
PROPERTY LINE
PROPERTY LINE
EXISTING FENCE
R/W LINE
20'
EXISTING FENCE
ELECTRIC
OVERHEAD
EXISTING
PAVEMENT
EDGE OF35.32'
+10.75
33.01'
+31.17
15'
R22'
11.00'
+44.59
38.45' LT
STA. 157+98.86
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
15'
R
11.00'
+91.45
EASEMENT
10' UTILITY
LAYOUT SHEET
SEE CULVERT
CULVERT # 6
OF PAVEMENT
EXISTING EDGE
15'
R
15'
R
11.00'
+73.82
11.00'
+23.90
38.14'
+88.8238.69'
+08.81
CCCG-12
TXDOT STANDARD
(MODIFIED)
TYPE II CURB & GUTTER
PAVEMENT
EDGE OF
21" RCP
REMOVE EXIST.
2-24" CMP
REMOVE EXIST.
30" RCP
14.17' LT
STA. 156+89.00
RELOCATE MAILBOX
W/ 6:1 SET
31' X 24" RCP
3
34.16' LT
STA. 157+20.96
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY
DATE DESCRIPTION
REVISIONS
NO.
SHEET
T:\
17-113 Blo
ndy Jhune\1800457\4 -
Desig
n\Pla
n Set\3.
Road
way\pavpla
np09(R
ev 3).dgn
4:3
9:1
6 P
M4/15/2019
JB
oggess
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.
04-15-2019
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+34.61
MA
TC
H 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 &
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 3).dgn
4:3
9:1
7 P
M4/15/2019
JB
oggess
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
EXISTING FENCE
3
TO REMAIN
EXISTING DRIVEWAY
TO REMAIN
EXISTING 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%
04-15-2019
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 &
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 3).dgn
4:3
9:1
8 P
M4/15/2019
JB
oggess
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
10' UTILITY EASEMENT
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
3
15'
R
20'
32.00+10.13
12.00+25.13
32.00' RT
STA. 164+00.13
(MATCH EXIST. LINE & GRADE)
SEE DRIVEWAY DETAILS
6" CONC. DRIVEWAY (NO HES)
3
TO REMAIN
EXISTING DRIVEWAY
TO REMAIN
EXISTING DRIVEWAY 3
04-15-2019
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
DATE DESCRIPTION
REVISIONS
NO.
SHEET
T:\
17-113 Blo
ndy Jhune\1800457\4 -
Desig
n\Pla
n Set\3.
Road
way\pavpla
np12(R
ev 3).dgn
4:3
9:2
0 P
M4/15/2019
JB
oggess
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
29.04' LT
STA. 171+58.92
ELEV. 530.535
E - 2558866.08
N - 7092128.83
SAM 5/8 SET IRSC
115
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
PC S
TA.
169
+90.3
2
170
PT S
TA.
170
+44.2
3
PI S
TA.
170
+17.3
4
171
PC S
TA.
171
+69.7
4
172173
PT S
TA.
173
+62.3
5
PI S
TA.
172
+66.5
1
174
PC S
TA.
174
+53.2
4175P
I 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
DRIVEWAY WITH 6" CONC.
HARMONIZE EXISTING
PAVEMENT
EDGE OF
ELECTRIC
OVERHEAD
EXISTING24'
24'
EXISTING FENCE
STA. 170+69.76
MATCH EXISTING
BEGIN CONC. PAVEMENT
BEGIN RECONSTRUCTION
12.00'
+89.76
12.00'
+89.76
14.00'
+69.76
14.00'
+69.76
B-6
PROPERTY LINE (TYP.)
OF PAVEMENT
EXISTING EDGE
(TO REMAIN)
EXIST. MBGF
(TO REMAIN)
EXIST. MBGF
ADJACENT SWALE
GRADE TO MATCH
12" CMP
REMOVE EXIST.
(TO REMAIN)
EXIST. 18" RCP
(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%
04-15-2019
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\S
W3P07(R
ev 3).
DG
N4:3
9:2
4 P
M4/15/2019
JB
oggess
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.
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
164
165
166
167168
169
FIRE HYDRANT
EXISTING
EXISTING FENCE
BLONDY JHUNE R
D.
¡ CONST.
PAVEMENT
EDGE OF
R/W LINE
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
MBGF
EXIST.
MBGF
EXIST.
PAVEMENT
EDGE OF
27'
8'
25.00'+52.86
14.73'+58.08
¡ SWALE
3
33
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
TRI 10"
OAK8" O
AK
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
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
170
171
172173
174
175
BLONDY JHUNE RD.
D.R.C.C.T.
DOC# 20140724000773160
JAMES FRANCIS KVIATKOFSKY
(DEED OF RECORD NOT FOUND)
JERRY ATCHLEY
¡ CONST.
EXISTING FENCE
PAVEMENT
EDGE OF
11'
8'
13'
8'
13'
8'
20.44'+70.20
18.25'+87.59
40.00'+62.35
39.77'+87.17
18.53'+90.32
40.88'+41.70
40.00'+69.74
WITH ENGINEER
REMOVE TSCF COORDINATE
STABILIZE DISTURBED AREAS
DURING HIGH FLOW EVENTS
¡ SWALE
MAT
CH LIN
E S
TA. 169+60.0
0M
AT
CH LIN
E S
TA.
164+00.0
0
10 40
Feet
0
N
MA
TC
H LIN
E S
TA.
175
+00.0
0
MA
TC
H LIN
E S
TA.
169
+60.0
0
10 40
Feet
0
N
73
ROCK FILTER DAM
TEMP. SEDIMENT CONTROL FENCE
ROCK FILTER DAM
TEMP. SEDIMENT CONTROL FENCE
EROSION CONTROL PLAN 304/02/19 MODIFIED ROCK FILTER DAM
