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Item 6A 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