1148 search results for stop signs
SP4550100DTwoTP
to the structure, immediately stop the source of vibrations, backfill any open drilled shaft excavations, . The Engineer may elect to stop the loading increments when he determines the Contractor has met the failure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp4550100dtwotp.pdf?sfvrsn=280a30f5_0SP4550100DTwTP
to the structure, immediately stop the source of vibrations, backfill any open drilled shaft excavations, may elect to stop the loading increments when he determines the Contractor has met the failure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp4550100dtwtp.pdf?sfvrsn=92739f08_02024-03-12 New York Pedestrian Overpass Phase IIR - Roadway
, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED, WILL BE REQUIRED ALONG NW SIDE OF NEW YORK AVENUE. 6. EXISTING SIGNS WITHIN CONSTRUCTION LIMITS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---roadway.pdf?sfvrsn=af7ea9f9_12024-03-12 New York Pedestrian Overpass Phase IIR - Roadway - Rev 1
, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF THERMOPLASTIC, STANDARD, WHITE, 2-4, WILL BE REQUIRED ALONG NW SIDE OF NEW YORK AVENUE. 6. EXISTING SIGNS WITHIN CONSTRUCTION LIMITS SHALL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---roadway---rev-1.pdf?sfvrsn=f0f8d0d_144737915201-PLANS-02-SIGNINGMARKING (1)
CONFIGURATION. 2. ENGINEER, THE SIGNS SHALL BE REPLACED AT NO COST TO THE DEPARTMENT. AS TO PREVENT DAMAGE TO THE SIGNS. IF THE SIGNS ARE DAMAGED BEYOND USE, AS DETERMINES BY THE EXERCISE CAUTION WORKING AROUND EXISTING SIGNS TO REMAIN OR WHILE RELOCATING EXISTING SIGNS SO 1. F MIAMI, FL 33186, 123 124 125 126 127 128 125 STOP ONE WAY ONE WAY ONE WAY L I M I T S P E E D 4 5 L I M I T S P E E D 4 5 STOP ONE WAY R R R R 3 5 M P H 3 5 M P H F L O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44737915201-plans-02-signingmarking-(1).pdf?sfvrsn=1f564c51_14600000.FHWA
grinding to smooth the periphery. Stop the practice if gouges or other defects occur, or if directed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/4600000.fhwa.pdf?sfvrsn=af6b0a90_0E1W36Addendum004
all signs and pavement markings to guide traffic as well as pedestrians. The Attachments represent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum004.pdf?sfvrsn=4b465263_1E1W36Addendum002
, and new MES (Mitered End Sections) in various locations. Update and install all signs and pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/designbuild/e1w36/e1w36addendum002.pdf?sfvrsn=49bae6d3_1