Overhead Signs. Logo Signs. Pavement Marking and Reflective Pavement Markers

Transcription

1 eneral / tandards. lace signing, pavement markings and traffic control devices in accordance with the anual on niform raffic ontrol evices, the plans, esign tandards, lans reparation anual (), W tandard ighway igns, urnpike lans reparation and ractices andbook (), and raffic ngineering anual. ign lacement and nstallation 2. he ngineer will field verify all sign locations to ensure the sign is properly located and appropriate sign spacing is achieved (i.e., offset from travel lanes, sign post not in ditch bottom, spacing from other signs is adequate, no utility conflicts). he ngineer may make minor adjustments if the sign is not properly located, appropriate sign spacing is not met, or if utility conflicts are discovered. he ngineer of ecord must be consulted on major adjustments. n all cases, roadway safety must be increased, not diminished. 3. rior to the fabrication of frangible sign supports and breakaway sign supports/columns, determine the actual length of the vertical support on the basis of existing field conditions and field elevations. 4. otify unshine tate at and/or the appropriate utility owners in concurrence with lorida tatute and dig or vacuum excavate the first four feet of sign foundations. 6. ny work necessary in the shoulder area to construct signs, such as grading, sodding, clearing, and grubbing, is considered incidental to sign installation and is to be included in the cost of the sign assembly. 7. ll existing signs not shown on the plans are to remain unless otherwise noted. ll existing signs are to remain visible until such time as the proposed sign installation is completed. 8. emove or cut vegetation as needed to provide adequate sight distance for all overhead and ground mounted signs. Vegetation removal and trimming is included in the unit price of the sign assembly. o not alter vegetation without prior approval from the ngineer. ign anels / aces 9. ll signs shall be ype retroreflective sheeting material.. se countersunk screws when using mechanical fasteners to attach sign panels to windbeams, brackets and splice plates for single and multipost signs.. atch attachment hardware, such as countersunk screws or rivet heads, with retroreflective buttons that match the color and sheeting material of the finished sign panel including the background, legend or border. 2. nsure the outside corner of sign is concentric with border. nsure white borders are mounted parallel to the edge of the sign. nsure black borders are recessed from the edge of the sign. 3. ownload the unass logo in icrostation format for use in sign fabrication from the urnpike's esign website: or obtain the logo by contacting the urnpike raffic lans ngineer at (407) he logo shall not be fabricated by hand cutout method. verlays 4. When using an aluminum sheet overlay, ensure the overlay is a minimum of 0.04 inches thick. etermine the sheeting material of the existing sign and ensure the overlay sheeting type matches the existing sign. 5. When using an adhesive overlay, ensure the overlay is a removable opaque film that adheres to the sign. nsure the sign face is clean and in good condition. nsure the removal of the adhesive film does not damage the sign. se the film overlay 6 months or less. se 3 ontroltac lus hangeable raphic ilm or equivalent. verhead igns 9. lign the far edge of the sign panel, furthest from the upright, flush with the end of the horizontal chord of the cantilever structure. ign anel eplacement 20. s part of sign panel replacements, include new vertical hanger beams, new horizontal wind beams, new bolts, new screws, new nuts, new washers, and all necessary hardware for a complete connection between the new sign panel and the existing sign structure. ign uminaires 2. nergize sign luminaires within 24 hours of overhead lighted sign installation. 22. "ight im" the sign luminaires to ensure proper illumination of the sign surface. he luminaires must be at an angle sufficient to prevent them from shining into the faces of drivers who are traveling in the opposite direction. 23. nsure sign luminaires are similar or equal to nfinity, or other listed wet proof induction sign luminaire capable of accepting 20 to 480 volts without an external transformer. learly note the luminaire tilt angle for each sign and ensure the same for all luminaires on each specific sign. lace the angle convention detail on submittals to clearly depict tilt orientation. se the following values for each area classification: 5 footcandles (low); 20 footcandles (medium); 2040 footcandles (high). nsure the maximum/minimum uniformity value does not exceed 6: ratio. hese values are average initial, use a maintenance factor of.00 in the calculations process. 24. nstall the luminaires as per the spacing produced in the scaled photometric documentation and sign data instruction obtained from the contract documents. hould any deviations take place from these documents, provide photometric calculations to scale complying with the above parameters and submit documentation to the ngineer of ecord prior to proceeding. 25. op mounted luminaires are prohibited on the mainline or ramps. ogo igns 26. t or in advance of interchanges, the blue specific service signs with gas, food, or lodging logo panels attached are owned and maintained by lorida ogos, nc. ll work associated with removing, storing or relocating the service signs is the responsibility of lorida ogos, nc. t least 4 calendar days prior to any conflicts between anticipated construction work and the blue specific service signs, coordinate with lorida ogos, nc. by telephone at t or in advance of urnpike service plazas, the blue specific service signs with gas, food or other logo panels attached are owned and maintained by lorida's urnpike nterprise. avement arking and eflective avement arkers 28. nsure the proposed pavement markings at all existing/proposed interface locations match the existing pavement markings in terms of alignment. emove conflicting pavement markings. 29. Work that includes extending or refurbishing of existing striping damaged during construction is included in the unit price of the pavement marking. 30. avement marking may be adjusted slightly as directed by the ngineer. 3. ay out permanent final striping that leaves no visible marks at time of final acceptance. 32. lace a green outside of ground in rumble strip at each mile marker. 33. When removing pavement messages via water blasting, the entire area within the pavement message, including the interior of the message that is not painted or have thermoplastic, shall be water blasted so that the message outline is completely obliterated and drivers are not able to read or see the scar outlining the former message. 6. Where panel overlays are specified, determine and match existing corner radii. emove all existing overlays prior to proposed overlay installation. he cost is considered incidental and is to be included in the pay item for proposed overlay. 7. or partial panel overlays, ensure all existing copy to be overlaid is completely covered. nsure the overlay does not cover any portion of the existing copy or border which is to remain visible. 8. xercise caution while relocating or overlaying existing signs to prevent damage to signs. Verify and match existing letter sizes and fonts for signs that require overlays prior to fabrication of new panel.

2 otes to esigners (not to be included in plan set general notes sheet). he following notes have been commonly used as general notes in plans; however, these notes duplicate the tandard pecifications for oad and Bridge onstruction.. B.. estore any disturbed areas to its original condition. (uplicates 46 and 7) eplace existing striping to remain which is damaged or obliterated by construction activities. (uplicates 7) he damaged sign shall be replaced at no cost to the epartment. 2. he designer should verify that the proposed sign panel size conforms to the tandard ndex drawings with regards to vertical hangers, wind beams, and luminaire arms. f not, special design and details should be provided in the & plans. 3. ign uminaires notes 225 shall apply only when external lighting of overhead signs is required per the. 4. f a panel is being replaced on an existing structure that has other panels with luminaires, either replace all panels and remove luminaires or maintain the luminaires with the new panel, so that all panels are consistent on the structure. When the lighting is removed, it should be removed to the pull box and any ancillary equipment, including but not limited to conduit, arms and brackets, should be removed as well. otes to esigners for xpress anes:. he sign structures shall be designed for three (3) destinations on the oll ate sign, regardless of how many destinations are shown on the sign. 2. ach exit out of the express lane (destination) shall be shown on the sign. 3. he oll Violation message shall be shown on the oll ate ign. 4. he signing sequence shall contain the following: three (3) dvance uide igns, two (2) oll ate igns, one () Vehicle ligibility ign and one () threeline ull olor, ull atrix. f space permits, include a 2mile advanced guide sign in the sequence. 5. he three (3) required advanced guide signs shall have a oneline, which shall be full color. 6. he brick embedded into the toll rate sign shall be full color and be able to display seven (7) to nine (9) characters, in height. 7. he express lane signs should be overhead and over the corresponding lanes. he dvance igning ayout diagrams are a guide for placement. ign structures can be located on either side of the road or on a span. oadway conditions determine the type of structure. 8. ny ramp toll rate signs (direct connect or parkandride) may be mounted on multiposts. 9. or direct connect access into the express lanes, the sequence can be adjusted to have one () toll rate sign, with a oneline. he oneline will serve as a backup for the provided toll rate. his shall have separate power and separate communication.. he static portion of the sign panel and the oneline should be the same width.. he "dditional oll" message shown on the oll ate igns only applies to toll facilities where there is a eneral oll ane next to the xpress anes. 2

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27 W W/ / 40' / W W/ / 40' / W W/ / 40' / W W/ / 20' / W W/ / 40 /.29 W W/ / 40' / oll laza rea igning 60' / W/ / ' W ign to be placed when conditions permit V2 V 640' 00' 2640' 5280' 500' 500' 500' ide oad dvance igning ainline dvance igning V 8' 7' 8' 7' 8' V : ) pavement markings shall be added when an auxiliary (drop) lane precedes the ramp. 2) markings on the mainline auxiliary lane are typically spaced 250ft apart 3) pavement markings and arrows shall be added when an auxiliary(drop) lane or turn lane precedes the ramp se on ide oad nly ypical avement arkings... & V 94

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32 3 Q 3 Q 2'0" 2'0".75" reen B B 3 2'0" reen B B 3 2'0" 20"x B. x B_V unass_ ther ollanel_ B_ " 2 3.5" 5" " " 5." 27.5".5" V W V V W V V V Q 3 Q 2'0".75" 2'0".75" reen 2'0" reen 2'0" 20"x B. x 25" 25" 25" 25" unass_ ther ollanel_ " 2 3.7" " 3.5" 3.5" 2.65" 0.7" 2.65" 2.7" 4. V W V V W V Z 04

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43 itch bottom lope (any) 3' ign post shall not be placed in any ditch bottom where standing water can occur or seasonal high water runoff can erode post foundation. ign posts shall not straddle ditch bottom. V V V : : 650'. : 500'. Z : 200'. V V ( )... 37