Item 7A Driveway Exhibitm
E. KIRKWOOD BOULEVARD
ULTIMATE A -4D SECTION SHOWN
100' ARTERIAL R.O.W.
420±' TO
N. WHITE CHAPEL
70' TRANSITION 130' STORAGE
PROP. DECEL. LANE
DRIVEWAY SUMMARY:
• MOVEMENTS: FULL ACCESS
• ROADWAY MODIFICATIONS: DECEL LANE &
MEDIAN MODIFICAITONS
• VARIANCE REQUESTED:VARIANCE TO CITY
VEHICLE STACK REQUIREMENT (ORDINANCE
NO. 634 5.2.D.) FROM 150 FEET TO 143 FEET.
0
�°
E
6
li
z
W o
J =
o
OM o
W J
W Q
U) w
Oa¢
W o
Q�
ryN1
Y
W
N
� 41
N dOlS dO1S L
9�
0
E 10'
o TTII I
A \O
0 a
N
GRAPHIC SCALE IN FEET
0 20 40 80
PROP. LEFT TURN LANE
C
18'
ALLEY
12' 1 12' 1 12' 5' 150' TO RIVIERA
o0
T1_
W O
Q N
O
O
0
_
cn
Q
LU
U
cn
o>_m
uj
C7
w
❑
DRIVEVYAi
1
CK
0
o TTII I
A \O
0 a
N
GRAPHIC SCALE IN FEET
0 20 40 80
PROP. LEFT TURN LANE
C
18'
ALLEY
12' 1 12' 1 12' 5' 150' TO RIVIERA
o0
T1_
W O
Q N
O
O
0
_
cn
Q
LU
U
cn
o>_m
uj
C7
w
❑
VRIVEVVIAI
U
(X
O
STOP STOP o }
�1
O
�Z
Uw
Oo
U
X
❑
I FL
LDo
1
o
i
c�
!1�cn
a
z
z
< uJ
®
❑
w
+1
~
v
Q
_
N
U
0
0
DRIVEWAY 2
0-
a
W LLI
❑ U
I < z
` �>
+I v
AMJN
N
LOis
258' 1 _14'_ 1 _14'
N. WHITE CHAPEL BOULEVARD
ULTIMATE A -4D SECTION SHOWN
88' ARTERIAL R.O.W.
PROP. DECEL. LANE
1
140' STORAGE 1 60' TRANSITION
T -I�
285±' TO
NEXT ENTRANCE
DRIVEWAY SUMMARY:
• MOVEMENTS: RIGHT-IN/RIGHT-OUT
• ROADWAY MODIFICATIONS: DECEL LANE
• VARIANCE REQUESTED:VARIANCE TO CITY
VEHICLE STACK REQUIREMENT (ORDINANCE
1 NO. 634 5.2.D.) FROM 150 FEET TO 122 FEET. 1
p � � �
PROP. DECEL. LANE
150' STORAGE
f
DECEL. LANE
PER TXMUTCD STANDARD (TYP.)
60' TRANSITION
230'
DRIVEWAY
. PER #ZA18
CROSSWALK (TYP.)
STOP SIGN
I I I DOUBLE YELLOW LINE I /
PER TXMUTCD STANDARD (TYP.)
SOLID WHITE DIRECTIONAL ARROWS
PER TXMUTCD STANDARD (TYP.)
SOLIDHITE IN
WSTOP LETTERG
1PEK IAIVIUICDSIANUAKU(IYP.)
24" SOLID WHITE STOP BAR
PER TXMUTCD STANDARD (TYP.)
dOlS
15' I 15'
N. WHITE CHAPEL BOULEVARD DRIVEWAY SUMMARY:
ULTIMATE A -4D SECTION SHOWN 0 MOVEMENTS: FULL ACCESS
88' ARTERIAL R.O.W.• ROADWAY MODIFICATIONS: DECEL LANE &
MEDIAN MODIFICATIONS
• VARIANCE REQUESTED:VARIANCE TO CITY
VEHICLE STACK REQUIREMENT (ORDINANCE
i NO. 634 5.2.D.) FROM 150 FEET TO 122 FEET.
DRIVEWAY 4
tT
09-1N
� s
71—
L
I
r- �j
¢ U
W
v 475±' TO END OF
_ EX. S.H. 114 OFF -RAMP STRIPPED GORE
10' 140' STORAGE RANSiTION TXDOT REQ. = 460'
PROP. DECEL. LANE 1
PER TXDOT
11TATr 1 1/111\A/A\/ 44A
J 1 H I c rilvnvv/1T I It -
FREEWAY
300'- 500' R.O.W.
DRIVEWAY SUMMARY:
• MOVEMENTS: RIGHT-IN/RIGHT-OUT
• ROADWAY MODIFICATIONS: DECEL LANE
• VARIANCE REQUESTED:VARIANCE TO CITY
VEHICLE STACK REQUIREMENT (ORDINANCE
NO. 634 5.2.D.) FROM 150 FEET T042 FEET.
I
o0
T1_
W O
Q N
O
O
0
_
cn
Q
LU
U
cn
o>_m
uj
C7
w
❑
VRIVEVVIAI
U
(X
I co
Q
FUTURE CROSS ACCESS
TO CORPORATE DISTRICT
REMOVABLE BOLLARDS (EXACT LOCATION TBD)
TRAFFIC LIMITED TO
EMERGENCY ACCESS
ONLY
-1 z
• \ 0
FL F FL
1 itt trt r u � i J- Jt - t t t ' �r_r_ r F r_
�1 L It 1C1 1L 11 r t
II rri
o
Z
REMOVABLE BOLLARDS DRIVEWAY SUMMARY:
TRAFFIC LIMITED TO
EMERGENCY ACCESS IFH • MOVEMENTS: FULL ACCESS
ONLY_ __ F r ROADWAY MODIFICATIONS: ACCESS LIMITED
L,.� TO EMERGENCY VEHICLES � W
Z
O w w
OW o m
RIVIERA DRIVE DRIVEWAY 7 FL cN" X d
LL NN X U
LL
ARTERIAL - VARIABLE WIDTH R.O.W. 0 r- r ~ 0
PROP. PARALLEL PARKING 0 J Q
QW z
0 ¢0 z
O� ?�oo� J O
i �z oLLI 04 w
`� z 0 3
2 / IZ o
CNI
■ if co OO
y - r
ir
I
REMOVABLE BOLLARDS •
TRAFFIC LIMITED TO '
EMERGENCY ACCESS
ONLY
I
11 F1 peoweemomemomm,
i
T1=LLQ Me IV
oR
DRIVEWAY SUMMARY: III
• MOVEMENTS: FULL ACCESS III
• ROADWAY MODIFICATIONS: N/A
nI1111MAI w v n T_
VIRIVGVVP%1 L 1 VRIVGVVP%1 J
nE Y YIAr
U O
W O
U-)
Y O
o0
T1_
W O
Q N
O
O
0
_
cn
Q
LU
U
cn
o>_m
uj
C7
w
❑
op
01-
❑
❑
U
_
U
O
�1
O
Uw
00z
X
N
a
z
Co
W
®
❑
w
W
Y
Q
_
N
U
0
0
Q
LL
U
z
O
z
O
U
N
o
(/) v
J W
❑
WW
❑ 0�
W
Q U
z
_W Q
% LL
0.
❑
SHEET NUMBER
2OF2