30 - Stop Sign Request at Stone Avenue and Lewis Lane

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2009 Edition Table 213-1. Regulatory Sign and Plaque Sizes (Sheet 4 of 4) Page 49 See Table 9B-1 for minimum size required for signs on bicycle facilities Notes: 1. Larger signs may be used when appropriate 2. Dimensions in inches are shown as width x height 07 Where side roads intersect a multi -lane street or highway that has a speed limit of 45 mph or higher, the minimum size of the STOP signs facing the side road approaches, even if the side road only has one approach lane, shall be 36 x 36 inches. 08 Where side roads intersect a multi -lane street or highway that has a speed limit of 40 MPH or lower, the minimum size of the STOP signs facing the side road approaches shall be as shown in the Single Lane or Multi -lane columns of Table 2B-1 based on the number of approach lanes on the side street approach. Guidance: 09 The minimum sizes for regulatory signs facing traffic on exit and entrance ramps should be as shown in the column of Table 2B-1 that corresponds to the mainline roadway classification (Expressway or Freeway). If a minimum. size is not provided in the Freeway column, the minimum size in the Expressway column should be used. If a minimuin size is not provided in the Freeway or Expressway Column, the size in the Oversized column should be used. Section 2B.04 Right -of --Way at Intersections Support: 01 State or local laws written in accordance with the "Uniform Vehicle Code" (see Section 1A.11) establish the right-of-way rule at intersections having no regulatory traffic control signs such that the driver of a vehicle approaching an intersection must yield the right-of-way to any vehicle or pedestrian already in the intersection. December 2009 Sect. 2B.03 to 2B.04 Conventional Road ..........� .....w-� Si n or Plaque g q e ign Des! nation Section Single Multi- ]Expressway Freeway Minimum Oversized Lane Lane SUNDAY (and times) (2 lines) (plaque) R10-20aP 28.53 24 x 18 24 x 18 — __ I a .............. .. Crosswalk, Sto......... w....... Stop on Red __�....- .. R10-23 __ - -. 28.53 — ....... 24 x 30 a..-_.. ,_m . 24 x 30 1 _....... _ _. - — Push Button To Turn On R10-25 26.52 9 x 12 9 x 12 — — — — Warning Lights Left Turn Yield on Flashing Red R10-27 2B.53 30 x 36 30 x 36 Arrow After Stop XX Vehicles Per Green R10-28 ................ ...w . 2B.56 24 x 30 24 x 30 — — — — XX Vehicles Per Green R10-29 2B.56 _ .-. 36 x 24 .-...... 36 x 24 — — Each Lane ______.R10-30 Right Turn on Red Must 26.5.... 4 30 x 36 30 x 36 Yield to U -Turn ` At Signal (plaque) R10 -31P 26.53 24 x9 24x9 — — Push Button for 2 Seconds for R10 -32P 2B.52 9 x 12 9 x 12 — — — Extra Crossing Time Keep.Off Median R11 1 2B.57 24 x 30 24 x 30 -- Road Closed ..................w..._w_�._. R11-2 j 2B.58 48 x 30 48 x 30 w Road. Closed - Local Traffic Only R11-3a,3b,4 _... ....,� 2B.58 - 60 x 30 . ___.- 60 x 30 ......m.....,.. . Weight Limit ._ R12-1,2 2B.59 24—. x 30 24 x 30 .24.x..._ 36 x 48 — i — 36 x 48 Weight Limit ................ R12-3 u 26.59 24 x 36 �— 36 t Limit Weight Limit R12-4 2B.59 i 36 x 24 36 x 24 — �, . — �...... — — Weight Limit �� R12-5 �� R� 2B.59 24 x 36 24 x 36 36 x 48 48 x 60 'Weigh Station ....._ ... .... 13-1 ......_...._...—__a�. 2B.6�0 � _a-�..� — 72 x 54 -r ��72 x 54 �� 96 x 72 ��— .-�� 120 x x 90 � — Truck Route R14-1 2B.61 _-._...�. __.,.m.. 24 x 18 ._��w. 24 18 -.........-.._...... — — ._ ...__...-w- -_-_-_ Hazardous Material ......_...._..............-.- ................- .................. -�R14-2,3...,. _.�2B.62 .....- .... � ..:... 24 x 24 ......... 24 x 24 -a—..�:..... 30 x 30 � .. 36 x 36 -.-_�n. ..- — ..,-,�,....-. .. � 42 x 42 National Network _ _ R14-4,5 2B.63 ..' 30 x 30 _. 30 x 30 36x36 36 36 x 36 _ 42 x 42 Fender Bender Move Vehicles R16-4 2B.65 366 x 24 x 36 x 24 48 x 36 I 60 x 48 — 48 x 36 Lights On When Using Wipers or Raining R16-5,6 26.64 24 x 30 24 x 30 36 x 48 48 x 60 36 x 48 - Turn On HeadlightsNext XX Miles R 16-7 � 26.64 48 x 15 48 x 15 72 x 24 96 x_30 — 72 x 24 _ Turn On, Check Headlights R16-8,9 2B.64 30x 15 .._ 30 x 15 ....., 48 x 24 60 x 30 48 x ..._, 24 Begin, End Daytime Headliriht Section — — R16-10,11 2B.64 48 x 15 48 x 15 72 x 24 96 x 30... 72 x 24 See Table 9B-1 for minimum size required for signs on bicycle facilities Notes: 1. Larger signs may be used when appropriate 2. Dimensions in inches are shown as width x height 07 Where side roads intersect a multi -lane street or highway that has a speed limit of 45 mph or higher, the minimum size of the STOP signs facing the side road approaches, even if the side road only has one approach lane, shall be 36 x 36 inches. 08 Where side roads intersect a multi -lane street or highway that has a speed limit of 40 MPH or lower, the minimum size of the STOP signs facing the side road approaches shall be as shown in the Single Lane or Multi -lane columns of Table 2B-1 based on the number of approach lanes on the side street approach. Guidance: 09 The minimum sizes for regulatory signs facing traffic on exit and entrance ramps should be as shown in the column of Table 2B-1 that corresponds to the mainline roadway classification (Expressway or Freeway). If a minimum. size is not provided in the Freeway column, the minimum size in the Expressway column should be used. If a minimuin size is not provided in the Freeway or Expressway Column, the size in the Oversized column should be used. Section 2B.04 Right -of --Way at Intersections Support: 01 State or local laws written in accordance with the "Uniform Vehicle Code" (see Section 1A.11) establish the right-of-way rule at intersections having no regulatory traffic control signs such that the driver of a vehicle approaching an intersection must yield the right-of-way to any vehicle or pedestrian already in the intersection. December 2009 Sect. 2B.03 to 2B.04