HomeMy WebLinkAbout(0003) IR 22-048 - Bellaire Drive S Reconfig.Travel Lanes.Dedication Bike Lanes.SafetyINFORMAL REPORT TO CITY COUNCIL MEMBERS
No. 22-048
To the Mayor and Members of the City Council March 22, 2022
Page 1 of 1
*a SUBJECT: BELLAIRE DRIVE SOUTH RECONFIGURATION OF TRAVEL
#"A LANES AND DEDICATED BIKE LANES FOR SAFETY AND
Y@7'a
OPERATION
The purpose of this Informal Report is to provide information regarding proposed changes to the
travel lane configuration of Bellaire Drive South between Oakmont Boulevard and Bryant Irvin Road
from a four -lane undivided roadway to a two-lane roadway with continuous center turn lane and
dedicated bike lanes. This segment of Bellaire Drive is designated as a future on -street bicycle
facility in the Bike and Trail Network map of the Active Transportation Plan.
In 2020 city staff received requests from the public for implementation of this future designated
continuation of the bicycle lanes on Bellaire Drive South from Oakmont Boulevard to Bryant Irvin
Road. Staff conducted a virtual community meeting on October 5, 2020, to receive public input on
the project and reconfiguration of the street. Community input was supportive of the project. Staff
does not anticipate negative impacts to vehicle capacity with the reconfiguration.
After the community meeting, staff met with representatives from St. Peter Antiochian Orthodox
Church regarding parking on the street. Staff re -designed the project such that on -street parking
will be accommodated in front of the church and its school to facilitate safe and legal parking with
the addition of the bike lane. The striping changes will be complete by Summer 2022.
If you have any questions, please contact Kelly Porter, Assistant Director, Transportation and
Public Works, Regional Transportation and Innovation Division, at 817-392-7259.
David Cooke
City Manager
ISSUED BY THE CITY MANAGER
FORT WORTH, TEXAS
N
W E
S
INSTALL
6" Solid White = 347
6" Dashed White (ft) = 77
8" Solid White (ft) = 793
18" Solid White (ft) = 170
24" Solid White (ft) = 84
24" Sld Wh Contrast (ft) = 11
6" Solid Yellow = 1384
Type II-CR 4" RPM = 48
Type II -A -A 4" RPM = 18
PREP AND SEAL PAVEMENT
6" Markings (ft) = 1808
8" Markings (ft) = 793
1 8" Markings (ft) = 170
24" Markings (ft) = 194
6" Solid White
Edgeline (typ)
(347 ft)
REMOVE
4" Markings (ft) = 1098
8" Markings (ft) = 790
24" Markings (ft) = 194
Type 1-C 4" RPM = 176
Type II-CR 4" RPM = 128
Type II -A -A 4" RPM = 189
6" Double Yellow (typ)
(T: 3 S 5 ft - A: 710 ft)
w/Type II -A -A 4" RPM (typ)
(9)
8" Solid White
0 73 ft)
w/Type II-CR 4"
RPM (typ)
(9)
lu
24" Contrast
Crosswalk Total
(typ w/ 4 ft separation
between bars)
(1 10 ft)
24" Stop Bar
Total (typ)
(84 ft)
' t
8" Solid White
(620 ft)
w/Type II-CR 4"
RPM (typ)
(31)
1 8" Solid
White (typ)
(1 70 ft)
r
Oakmont Boulevard
6" Dashed White (typ)
(T:308 ft - A:77 ft)
w/Type II-CR 4" RPM (typ)
(8)
SCALE
SCOPE:
0 20 40 60 80 100
PROJECT ENG: Q. JOHNSON
PHONE: 81 7-392-8618
DRAWN BY: D. MEEHAN
START DATE: Apr 23, 2021
EST. COMPL.: Apr 23, 2021
NOTICE
VERIFY LOCATION OF ALL EXISTING
--.Now r
6" Double Yellow (typ)
(T:337 ft - A:674 ft)
w/Type II -A -A 4" RPM (typ)
(9)
NOTE:
T = Total Distance of Object Measured in Feet
A = Actual Paint Needed Per Object in Feet
RESTRIPING FROM FoRTWoRm
OAKIVI
OAI<MONT BOULEVARD TO
BRYANT IRVIN ROAD
PROPOSED STRIPING LAYOUT
BELLAIRE DRIVE SOUTH
UNDERGROUND UTILITIES TOTAL LINEAR FEET OF STRIPING (MEASURED IN 6" WIDTH): 28135 SHEET 1 OF 7
N
W E
S
INSTALL
6" Solid White = 1912
6" Dotted White (ft) = 67
8" Solid White (ft) = 155
18" Solid White (ft) = 156
6" Solid Yellow = 1 146
6" Dashed Yellow (ft) = 232
18" Solid Yellow (ft) = 34
Type II-CR 4" RPM = 8
Type II -A -A 4" RPM = 27
Bike Symbol = 3
Bike Arrow = 3
PREP AND SEAL PAVEMENT REMOVE
6" Markings (ft) = 3357 Type 1 -C 4" RPM = 482
8" Markings (ft) = 155 Type II-CR 4" RPM = 80
18" Markings (ft) = 190 Type II -A -A 4" RPM = 290
6" Double Yellow (typ)
(T:109 ft - A:21 8 ft)
w/Type II -A -A 4" RPM (typ)
(3)
18" Solid
Yellow (typ)
(34 ft)
Bike Lane
Page Total (typ)
6" Solid White
(1 91 2 ft)
18" Solid White
(1 56 ft)
6" Dotted White
(T:200 ft - A:67 ft)
173
8" Solid White
(1 55 ft)
w/Type II-CR 4"
RPM (typ)
(8)
0� *0 -4,it.
Lost Star Lane
6" Left Turn (typ)
Solid (928 ft)
Dashed (232 ft)
w/Type II -A -A 4"
RPM (typ)
(23)
r
Bright Water Road,
1�
4ll lCOM
SCALE
SCOPE:
0 20 40 60 80 100
PROJECT ENG: Q. JOHNSON
PHONE: 81 7-392-8618
DRAWN BY: D. MEEHAN
START DATE: Apr 23, 2021
EST. COMPL.: Apr 23, 2021
NOTICE
VERIFY LOCATION OF ALL EXISTING
-1a
!.
NOTE:
T = Total Distance of Object Measured in Feet
A = Actual Paint Needed Per Object in Feet
RESTRIPING FROM O T 11VH
OAKMONT BOULEVARD TO
BRYANT IRVIN ROAD
PROPOSED STRIPING LAYOUT
BELLAIRE DRIVE SOUTH
UNDERGROUND UTILITIES 1 TOTAL LINEAR FEET OF STRIPING (MEASURED IN 6" WIDTH):
28135 I SHEET 2 OF 7
N
W E
S
INSTALL
6" Solid White = 2316
6" Dotted White (ft) = 34
1 8" Solid White (ft) = 177
6" Solid Yellow = 1064
6" Dashed Yellow (ft) = 266
Type II -A -A 4" RPM = 27
Bike Symbol = 3
Bike Arrow = 3
PREP AND SEAL PAVEMENT REMOVE
6" Markings (ft) = 3680 Type 1 -C 4" RPM = 300
1 8" Markings (ft) = 177 Type II -A -A 4" RPM = 250
Bike Lane
Page Total (typ)
6" Solid White
(231 6 ft)
1 8 Solid White
(1 77 ft)
6" Dotted White
(T:1 00 ft - A:34 ft)
x AL, w ,.
�t
6" Left Turn (typ)
Solid (1064 ft)
Dashed (266 ft)
w/Type II -A -A 4"
RPM (typ)
(27)
C'tove PWit. yfavia "4,, �► .
� aver � -
SCALE
SCOPE:
0 20 40 60 80 100
PROJECT ENG: Q. JOHNSON
PHONE: 81 7-392-8618
DRAWN BY: D. MEEHAN
START DATE: Apr 23, 2021
EST. COMPL.: Apr 23, 2021
NOTICE
VERIFY LOCATION OF ALL EXISTING
A.
NOTE:
T = Total Distance of Object Measured in Feet
A = Actual Paint Needed Per Object in Feet
RESTRIPING FROM FoRTWoRm
OAKM
OAI<MONT BOULEVARD TO
BRYANT IRVIN ROAD
PROPOSED STRIPING LAYOUT
BELLAIRE DRIVE SOUTH
UNDERGROUND UTILITIES 1 TOTAL LINEAR FEET OF STRIPING (MEASURED IN 6" WIDTH):
28135 I SHEET 3 OF 7
N
W E
S
Bike Lane
Page Total (typ)
6" Solid White
(1 968 ft)
1 8" Solid White
(1 32 ft)
6" Dotted White
(T:100 ft - A:34 ft)
Pebble
Ridge Drive
:r
6" Left Turn (typ)
Solid (970 ft)
Dashed (243 ft)
w/Type II -A -A 4"
RPM (typ)
(24)�
Parking (typ)
6" Solid White
(1 51 ft)
MR-j
INSTALL PREP AND SEAL PAVEMENT REMOVE S C A L E RESTRIPING FROM O TWORTH
6" Solid White = 2119 6" Markings (ft) = 3366 Type 1 -C 4" RPM = 300 SCOPE. OAKMONT BOULEVARD TO
6" Dotted White (ft) = 34 1 8" Markings (ft) = 132 Type II -A -A 4" RPM = 240 0 20 40 60 80 100 BRYANT IRVIN ROAD
1 8" Solid White (ft) = 132
6" Solid Yellow = 970 PROJECT ENG: Q.JOHNSON PROPOSED STRIPING LAYOUT
6" Dashed Yellow (ft) = 243 PHONE: 81 7-392-8618
Type II -A -A 4" RPM = 25 DRAWN BY: D. MEEHAN
Bike SymbArrow 4 EST.STACO PL.: Apr23,2021 BELLAIRE DRIVE SOUTH
Bike Arrow = 4 EST. COMPL.: Apr 23, 2021
NOTICE
VERIFY LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES TOTAL LINEAR FEET OF STRIPING (MEASURED IN 6" WIDTH): 28135 SHEET 4 OF 7
N
W E
S
Y
INSTALL
6" Solid White = 1656
6" Left Turn (typ)
Solid (121 5 ft)
Dashed (304 ft)
w/Type II -A -A 4"
RPM (typ)
(30)
i
Bike Lane
Page Total (typ)
6" Solid White
(1432 ft)
18" Solid White
(138 ft)
6" Dotted White
I (T:200 ft - A:67 ft)
6" Dotted White (ft) = 67
PREP AND SEAL PAVEMENT
REMOVE
1 8" Solid White (ft) = 138
6" Markings (ft) = 3242
Type 1-C 4" RPM = 300
6" Solid Yellow = 1215
1 8" Markings (ft) = 138
Type II -A -A 4" RPM = 278
6" Dashed Yellow (ft) = 304
Sharrow = 2
Type II -A -A 4" RPM = 31
Bike Symbol = 2
Bike Arrow = 2
Bike Sharrow = 2
Parking (typ)
6" Solid White
(224 ft)
AN
q NOTE:
T=Total Distance of Object Measured in Feet
A = Actual Paint Needed Per Object in Feet
S C A L E RESTRIPING FROM ORTWORTH
SCOPE. OAKMONT BOULEVARD TO
0 20 40 60 80 100 BRYANT IRVIN ROAD
PROJECT ENG: Q. JOHNSON PROPOSED STRIPING LAYOUT
PHONE: 81 7-392-8618
DRAWN BY: D. MEEHAN
DATE: Apr23,2021
EST. COMPL.: Apr23,2021 BELLAIRE DRIVE SOUTH
NOTICE
VERIFY LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES TOTAL LINEAR FEET OF STRIPING (MEASURED IN 6" WIDTH). 28135 SHEET S OF 7
N
W E
S
6" Left Turn (typ)
Solid (1412 ft)
Dashed (353 ft)
w/Type II -A -A 4"
, RPM (typ)
to
)
1 4
A•17_ - ..
��x x
INSTALL PREP AND SEAL PAVEMENT REMOVE
6" Solid White = 2369 6" Markings (ft) = 4198 Type 1-C 4" RPM = 3 3 S
6" Dotted White (ft) = 64 1 8" Markings (ft) = 207 Type II -A -A 4" RPM = 300
1 8" Solid White (ft) = 207
6" Solid Yellow = 1412
6" Dashed Yellow (ft) = 353
Type II -A -A 4" RPM = 36
Bike Symbol = 2
Bike Arrow = 2
Bike Lane
Page Total (typ)
1
6" Solid White
(2369 ft)
18" Solid White
(207 ft)
6" Dotted White
(T:1 92 ft - A:64 ft)
Ilk
OTE:
T=Total Distance of Object Measured in Feet
A = Actual Paint Needed Per Object in Feet
SCALE FROM L'oR OAKM
SCOPE. OAKMONT NT BOULEVARD TO
0 20 40 60 80 100 BRYANT IRVIN ROAD
PROJECT ENG: Q. JOHNSON PROPOSED STRIPING LAYOUT
PHONE: 81 7-392-8618
DRAWN BY: D. MEEHAN
DATE: Apr23,2021
EST. COMPL.:Apr 23, 2021 BELLAIRE DRIVE SOUTH
NOTICE
VERIFY LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES TOTAL LINEAR FEET OF STRIPING (MEASURED IN 6" WIDTH). 28135 SHEET 6 OF 7
17 to
Bike Lane
Page Total (typ)
E$27 6" Solid White
t
(367 ft)
18" Solid White
4 � (30 ft)
,IAi rSW. 8" Solid White
(1 50 ft)
w/Type II-CR 4"
RPM (type)
M .W (8)
'Av..,
24" Stop Bar
Total (typ)
(128 ft)
0.
I k
r �
-ti 6" Dashed White (typ) /
(T:769 ft - A:1 92 ft)
w/Type II-CR 4" RPM (typ) /
r+�
INSTALL PREP AND SEAL PAVEMENT REMOVE
6" Solid White = 367 6" Markings (ft) = 769 4" Markings (ft) = 402
6" Dashed White (ft) = 402 8" Markings (ft) = 598 8" Markings (ft) = 598
8" Solid White (ft) = 598 1 8" Markings (ft) = 30 24" Markings (ft) = 438
1 8" Solid White (ft) = 30 24" Markings (ft) = 438 Type ]I-CR 4" RPM = 72
24" Solid White (ft) = 128
24" Sld Wh Contrast (ft) = 310
Type II-CR 4" RPM = 72
Bike Symbol = 1
Bike Arrow = 1
8" Solid White
(312 ft)
w/Type II-CR 4"
RPM (typ)
(16)
8" Solid White
(1 36 ft)
w/Type II-CR 4"
RPM (typ)
(7) /
/ oa
6" Dashed White (typ)
(T:837 ft - A:209 ft)
w/Type II-CR 4" RPM (typ)
(21)
24" Contrast
Crosswalk Total
(typ w/ 4 ft separation
between bars)
(310 ft)
NOTE:
T=Total Distance of Object Measured in Feet
A = Actual Paint Needed Per Object in Feet
S C A L E RESTRIPING FROM FORTWORm
SCOPE. OAKMONT BOULEVARD TO
0 20 40 60 80 100 BRYANT IRVIN ROAD
PROJECT ENG: Q. JOHNSON PROPOSED STRIPING LAYOUT
PHONE: 81 7-392-8618
DRAWN BY: D. MEEHAN
DATE: Apr23,2021
EST. COMPL.: Apr23,2021 BELLAIRE DRIVE SOUTH
NOTICE
VERIFY LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES TOTAL LINEAR FEET OF STRIPING (MEASURED IN 6" WIDTH). 28135 SHEET 7 OF 7