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W20 -IF MOT -13-06 (Optional) NOTES: 1. X = Work Zone Sign Spacing (See Table 3). 2. The SPEEDING FINES DOUBLE WHEN WORKERS PRESENT sign (MOT -13-06) may be omitted when work operation will be in place for 24 hours or less. AUXILIARY LANE CLOSURE ----1.11-----------1�------- a a b •Std. Spacin �\ /4 (See Table 1) BUSINESS 1 I ENTRANCE � L� 49-0" 40'-0" MOT -11-06 Reduced Spacing �1 I� Reduced Spacing NOTES: 1. For single business entrances, place one 24" x 36" BUSINESS ENTRANCE sign (MOT -11-06) showing the specific business name for each affected driveway entrance. Logos may be provided by business owners. Standard BUSINESS ENTRANCE sign (MOT -I1-06) may be used when approved by the Engineer. 1. When several businesses share a common driveway entrance, place one 24" x 36" standard BUSINESS ENTRANCE sign (MOT -11-06) in accordance with Index 700-102 at the common driveway entrance. 3. Channelizing devices shall be placed at a reduced spacing on each side of the driveway entrance, but shall not restrict sight distance for the driveway users. 4. Business entrance signs are intended to guide motorist to business entrances moved/modified or disturbed during construction projects. Business entrance signs are not required where there is minimal disruption to business driveways which is often the case with resurfacing type projects. LAST REVISION 11/01/23 BUSINESS ENTRANCE SIGNS AND CHANNELIZING DEVICES PLACEMENT AT BUSINESS ENTRANCE FY 2025-26 FST STANDARD PLANS Paint Entire Separator Reflectorized Yellow (Included in Cost of Separator) Fixed (Surface Mounted) Channelizing Devices A © �f A Device Spaceing (See Table 1) PLAN m , E 2�4_kiini N 2"-6" Spate � t 2-3" White Io M Retroreflectorized "+ Bands c _ o m 2" Rt Max. Max. Max. Temporary Vertical Panel Opposing Traffic Tubular Marker O/W Lane Divider Orange W6-4 BID SECTION A -A NOTES: 1. Temporary lane separators shall be supplemented with any of the following approved fixed (surface mounted) channelizing devices: temporary tubular markers, vertical panels, or opposing traffic lane divider panels. Opposing traffic lane divider panels (W6-4) shall only be used as center lane dividers to separate opposing vehicular traffic on a two-lane, two-way operation. Temporary Tubular Markers, Vertical Panels and Opposing Traffic Lane Divider panels shall not be intermixed within the limits where the temporary lane separator is used. The connection between the channelizing device and the temporary lane separator curb shall hold the channelizing device In a vertical position. 2. Reflectorized materials shall have a smooth sealed outer surface which will display the same approximate color day and night. Furnish channelizing devices having retroreflective sheeting meeting the requirements of Section 990. 3. 12" openings for drainage shall be constructed in the asphalt and portable temporary lane separator at a maximum spacing of 25 in areas with grades of 1% or less or 501 in areas with grades over 1% as directed by the Engineer. 4. Tapered ends shall be used at the beginning and end of each run of the temporary lane separator to form a gradual increase in height from the pavement level to the top of the temporary lane separator. S. The Contractor has the option of using portable temporary lane separators containing fixed channelizing devices in lieu of the temporary asphalt separator and channelizing devices detailed on this sheet. The portable temporary lane separator shall come in portable sections that can be connected to maintain continuous alignment between the separate curb sections. Each temporary lane separator section shall be 36 inches to 48 inches in total length. Portable temporary lane separators shall duplicate the color of the pavement marking. Portable temporary lane separators shall be one of those listed on the Approved Products List. FIXED CHANNELIZING DEVICES (Temporary Lane Separators) GENERAL INFORMATION FOR TRAFFIC CONTROL THROUGH WORK ZONES INDEX I SHEET 102-6001 9 of 11